Released Dmaps

NX Nastran 5 DMAP Updates and Additions

Proprietary & Restricted Rights Notice

© 2007 UGS Corp. All Rights Reserved. This software and related documentation are proprietary to UGS Corp. NASTRAN is a registered trademark of the National Aeronautics and Space Administration. NX Nastran is an enhanced proprietary version developed and maintained by UGS Corp. MSC is a registered trademark of MSC.Software Corporation. MSC.Nastran and MSC.Patran are trademarks of MSC.Software Corporation. All other trademarks are the property of their respective owners.

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NX Nastran 5 DMAP Updates and Additions

Contents

Updated and New DMAP Modules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 Updated Modules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 New Modules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-92 Updated and New Datablocks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 Updated Datablocks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 New Datablocks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-283 Updated and New Subdmaps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1

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Chapter

1 Updated and New DMAP Modules

1.1

Updated Modules

BCDR Drives a DMAP loop based on the boundary condition Case Control commands SPC and MPC.

Format: BCDR

CASECC// SEID/SOLAPP/S,N,NSKIP/S,N,NLOADS/S,N,BCFLAG/S,N,SPC/ S,N,MPC/S,N,SUPORT/S,N,BCSET/S,N,BGSET/S,N,BOLTPRE/ S,N,RIGID/S,N,LOAD/S,N,LSEQ/S,N,STATSUB/ S,N,BC/ BCLABL $

Input Data Block: CASECC

Table of Case Control command images. Output by IFP1.

Output Data Block: None.

Parameters: SEID

Input-integer-no default. Superelement identification number.

SOLAPP

Input-character-no default. Design optimization analysis type. Currently not used.

NSKIP

Input/output-integer-no default. The record number in CASECC corresponding to the first subcase of the current boundary condition.

NLOADS

Output-integer-default=0. The number of subcase records contiguous with respect to the MPC and SPC command in the first subcase of the current boundary condition.

BCFLAG

Output-logical-no default. Set to FALSE at the last boundary condition.

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SPC

Output-integer-default=0. SPC Case Control command set identification number specified in the third word of the SKIP-th record of CASECC

MPC

Output-integer-default=0. MPC Case Control command set identification number specified in the second word of the NSKIP-th record of CASECC.

SUPORT

Output-integer-default=0. SUPORT Case Control command set identification number specified in the 255-th word of the NSKIP-th record of CASECC.

BCSET

Output-integer-default=0. Contact set identification number.

BGSET

Output-integer-default=0. Glue set identification number.

BOLTPRE

Output-integer-default=0. Bolt preload identification number.

RIGID

Output-character-default=linear. Selects the rigid element processing method for RBAR, RBE1, RBE2, RROD and RTRPLT elements.

LOAD

Output-integer-default=0. LOAD Case Control command set identification number specified in the fourth word of the NSKIP-th record of CASECC.

LSEQ

Output-integer-default=0. LOADSET Case Control command set identification number specified in the 205-th word of the NSKIP-th record of CASECC.

STATSUB

Output-integer-default=0. STATSUB Case Control command set identification number specified in the 256-th word of the NSKIP-th record of CASECC.

BC

Output-integer-default=0. BC Case Control command set identification number specified in the 257-th word of the NSKIP-th record of CASECC.

BCLBL

Input-integer-default=0. f06 file page header control. -1 Clear page header 0

Initialize page header without page eject

1

Initialize page header with page eject.

Example: Excerpt from subDMAP PHASE0: BCFLAG=TRUE $ NSKIP=0 $ DO WHILE ( BCFLAG ) $ CASES//SEID/’‘/ BCDR S,N,NSKIP/S,N,NLOADS/S,N,BCFLAG/S,N,SPC/S,N,MPC/ S,N,SUPORT/S,N,BCSET/S,N,BGSET/S,N,BOLTPRE/ S,N,RIGID/S,N,LOAD/S,N,LSEQ//S,N,BC $ . . . ENDDO $

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DDRMM Performs matrix method data recovery Computes data recovery items (stress, displacements, forces, strains, forces) directly from the modal solution in frequency response, transient response, or scaled response spectra analysis using the matrix method.

Format: DDRMM

CASECC,UH,OL,IUG,IQG,IES,IEF,XYCDB,IUG1,IQG1,IES1,IEF1/ OUG,OQG,OES,OEF,UNUSED5/ OPTION/NOCOMP/PEXIST/ACOUSTIC/ACOUT/PREFDB/SEID $

Input Data Blocks: CASECC

Table of Case Control command images

EST

Element summary table

UH

Solution matrix for the h-set (modal degrees-of-freedom). Modal displacements only in frequency response. Modal displacements, velocities, and accelerations in transient response.

OL

Transient response time output list or frequency response frequency output list

IUG

Table of displacements due to unit modal displacement in SORT1 or SORT2 format

IQG

Table of single point forces of constraint due to unit modal displacement in SORT1 or SORT2 format

IES

Table of element stresses or strains due to unit modal displacement in SORT1 or SORT2 format. For strains, NOCOMP must be set to 3.

IEF

Table of element forces due to unit modal displacement in SORT1 or SORT2 format.

XYCDB

Table of x-y plotting commands

IUG1

Table of displacements due to unit modal displacement in SORT1. Required only for the sparse data recovery in SORT2 format.

IQG1

Table of single point forces of constraint due to unit modal displacement in SORT1 format. Required only for the sparse data recovery in SORT2 format.

IES1

Table of element stresses or strains due to unit modal displacement in SORT1 format. Required only for the sparse data recovery in SORT2 format.

IEF1

Table of element forces due to unit modal displacement in SORT1 format. Required only for the sparse data recovery in SORT2 format.

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Output Data Blocks: OUG

Table of displacements in SORT1 or SORT2 format

OQG

Table of single point forces of constraint SORT1 or SORT2 format

OES

Table of element stresses or strains in SORT1 or SORT2 format

OEF

Table of element forces in SORT1 or SORT2 format

UNUSED5

Unused and can be purged

Parameters: OPTION

Input-character-default=‘ABS’ Response summation method for scaled response spectra analysis only. Possible values are: ‘ABS’

Absolute

‘SRSS’

Square root of the sum of the squares

‘NRL’

Naval Research Laboratory (new)

‘NRLO’

Naval Research Laboratory (old)

NOCOMP

Input-integer-default=0. Set to 3 if IES is element strains.

ACOUSTIC

Input-integer-default=0. Fluid-structure analysis flag.

PEXIST

Input-logical-default=FALSE. Set to TRUE if p-elements are present.

ACOUT

0

No fluid elements exist.

1

Penalty or fluid acoustic elements exists.

2

Fluid/structure coupling exists.

Input-character-default=‘PEAK’ Type of acoustic pressure output in fluid-structural analysis. ‘RMS’

Root-mean-square

‘PEAK’

Peak

PREFDB

Input-real-default=1.0. Peak pressure reference for pressure level in units of dB or dBA.

SEID

Input-integer-default=0. Superelement identification number.

Remarks: 1. If UD is a real matrix and OL is purged, a scaled response spectra analysis is assumed.

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2. OUG, OQG, OES, and OEF are suitable for printing or punching by the OFP module. 3. SDR2 is used to compute IUG, IQG, IES, and IEF, which are results due to a unit modal displacement (eigenvector).

EFFMASS Computes modal effective mass Compute the modal effective mass based on the normal modes.

Format: EFFMASS

CASECC,MAA,PHA,LAMA,USET,BGPDT,UNUSED,CSTM,VGQ/ TEMF,EMM,DMA,MEMF,MPFEM,MEM,MEW/ SEID/WTMASS/S,N,CARDNO/SETNAM/IUNIT/EFOPT $

Input Data Blocks: CASECC

Table of Case Control command images

MAA

Mass matrix in a-set or g-set

PHA

Normal modes eigenvector matrix in the a-set or g-set

LAMA

Normal modes eigenvalue summary table

USET

Degree-of-freedom set membership table for g-set

BGPDT

Basic grid point definition table

UNUSED

Unused

CSTM

Table of coordinate system transformation matrices

VGQ

Partitioning vector which is g-set size and contains values of 1.0 at rows corresponding to degrees-of-freedom in the q-set

Output Data Blocks: TEMF

Total effective mass fraction table

EMM

Effective mass matrix

MA

Rigid body mass matrix for the a-set

MEMF

Modal effective mass fraction table

MPFEM

Modal participation factors for effective mass

MEM

Modal effective mass matrix

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MEW

Updated and New DMAP Modules

Modal effective weight matrix

Parameters: SEID

Input-integer-no default. Superelement identification number.

WTMASS

Input-real-no default. Scale factor on structural mass matrix. See the NX Nastran Quick Reference Guide.

CARDNO

Input/output-integer-default=0. Punch file line counter. CARDNO is incremented by one for each line written to the punch file and is also written into columns 73-80 of each line.

SETNAM

Input-character-default=‘g’ Degree-of-freedom set name.

IUNIT

Input-integer-no default. IUNIT is the Fortran unit number on which the data blocks are to be written if the PLOT option is requested.

EFOPT

Input-integer-default=0. When set to 1, ignores case control parameters and forces output of all results.

Remarks: None.

EMG Computes elemental matrices Computes elemental matrices for stiffness, differential stiffness, mass, damping, heat conduction, or heat capacity.

Format: EMG

EST,CSTM,MPT,DIT,UNUSED5,UG,ETT,EDT,DEQATN,DEQIND, BGPDT,GPSNT,ECTA,EPTA,EHTA,DITID,EBOLT/ KELM,KDICT,MELM,MDICT,BELM,BDICT/ S,N,NOKGG/S,N,NOMGG/S,N,NOBGG/S,N,NOK4GG/S,N, NONLHT/COUPMASS/TEMPSID/DEFRMSID/PENFAC/NOPNLT/ LUMPD/LUMPM/MATCPX/KDGEN/TABS/ SIGMA/K6ROT/LANGLE/NOBKGG/ALTSHAPE/ PEXIST/FREQTYP/FREQVAL/FREQWA/UNSYMF/ S,N,BADMESH/S,N,UNUSED $

Input Data Blocks: EST

Element summary table

CSTM

Table of coordinate system transformation matrices

MPT

Table of Bulk Data entry images related to material properties

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DIT

Table of TABLEij Bulk Data entry images

UNUSED5

Unused and can be purged

UG

Displacement matrix in g-set. Required only for differential stiffness generation.

ETT

Element temperature table

EDT

Table of Bulk Data entry images related to element deformation. Required only for differential stiffness generation.

DEQATN

Table of DEQATN Bulk Data entry images

DEQIND

Index table to DEQATN data block

BGPDT

Basic grid point definition table

GPSNT

Grid point shell normal table

ECTA

Secondary element connectivity table

EPTA

Secondary table of Bulk Data entry images related to element properties

EHTA

Secondary element hierarchical table

DITID

Table of identification numbers in DIT

EBOLT

Table of element ids of bolt elements

Output Data Blocks: KELM

Table of element matrices for stiffness, heat conduction, differential, or follower stiffness

KDICT

KELM dictionary table

MELM

Table of element mass matrices

MDICT

MELM dictionary table

BELM

Table of element damping or heat capacity matrices

BDICT

BELM dictionary table

Parameters: NOKGG

Input/output-integer-default=-1. KELM and KDICT generation flag. Input ≥

Generate

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-1

Do not generate

Output >

Generated

-1

Not generated

NOMGG

Input/output-integer-default=-1. Same as NOKGG except for MELM and MDICT.

NOBGG

Input/output-integer-default=-1. Same as NOKGG except for BELM and BDICT.

NOK4GG

Input/output-integer-default=1. Structural damping generation flag. Set to -1 if a nonzero damping constant (GE field on MATi Bulk Data entry) is not found for any element.

NONLHT

Output-integer-default=-1. Nonlinear heat transfer or differential stiffness generation flag. Set to 1 if nonlinear heat transfer elements are detected. On input: >3

Compute geometric nonlinear effects

<3

Do not compute geometric nonlinear effects

On output:

COUPMASS

-1

if no nonlinear material was found in a heat transfer problem

1

Otherwise

Input-integer-default=-1. Coupled mass generation flag. -1

Lumped

0

Coupled

TEMPSID

Input-integer-default=-1. Temperature set identification number. Usually obtained from the TEMPERATURE Case Control command. Required for use in stress recovery of differential stiffness.

DEFRMID

Input-integer-default=-1. Element deformation set identification number. Usually obtained from the DEFORM Case Control command. Required for use in stress recovery of differential stiffness.

PENFAC

Input-real-default=0.0. Penalty factor for electromagnetic elements.

NOPNLT

Input-integer-default=-1. Penalty function flag for electromagnetic elements.

LUMPB

Input-real-default=0.0. Lumping factor for electromagnetic damping.

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LUMPM

Input-real-default=0.0. Lumping factor for electromagnetic mass.

MATCPX

Input-integer-default=-1. Complex material properties flag for electromagnetic elements.

KDGEN

Input-integer-default=0. Differential or follower stiffness matrix generation flag. Usually the column number in UG to use in differential stiffness matrix generation. If KDGEN is negative, follower stiffness is generated.

TABS

Input-real-default=0.0. Absolute temperature conversion. For example, set to 273.16 when specifying temperatures in Celsius or 459.69 in Fahrenheit.

SIGMA

Input-real-default=0.0. The Stefan-Boltzmann constant. Used to compute radiant heat flux.

K6ROT

Input-real-default=0.0. Normal rotational stiffness factor for CQUAD4 and CTRIA3 elements.

LANGLE

Input-integer-default=1. Large rotation calculation method: 1

Fimbal angle

2

Rotation vector

NOBKGG

Input-integer-default=0. Slideline contact stiffness generation flag. Set to 1 to generate slideline contact stiffness.

ALTSHAPE

Input-integer-default=0. Specifies set of displacement functions in p-element analysis. ALTSHAPE=0 selects the MacNeal set and 1 selects the Full Product Space set.

PEXIST

Input-logical-default=FALSE. P-element flag. Set to TRUE if p-elements are present and to be processed.

FREQTYP

Input-character-default=’ ’ Frequency dependent element processing mode ‘ESTF’Compute frequency dependent stiffness ‘ESTNF’Compute nominal frequency dependent stiffness

FREQVAL

Input-real-default=0.0. Frequency value for frequency dependent element generation.

FREQWA

Input-real-default=0.0. Parameter for electromagnetic analysis.

UNSYMF

Input-character-default=‘NO’ Unsymmetric stiffness generation for slideline contact stiffness. If set to ‘YES‘, stiffness matrix is unsymmetric for slideline contact.

BADMESH

Output-logical-default=FALSE. Bad geometry was detected.

UNUSED

Unused parameter..

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Remarks: 1. CSTM can be purged. MPT can be purged only if elements which do not reference any material data are used. The DIT can be purged only if the material properties are not temperature dependent. 2. If either of a matrix-dictionary data block pair is purged, that particular data block pair is not formed.

FOCOEL Form contact elements

Format: FOCOEL

CASECC,BGPDT,CSTM,GEOM2,EST,MPT,CONTACT,SIL/ CNELMS,GPECTC/ S,N,NSKIP/S,N,OPTION/S,N,NLHEAT/S,N,CNTSET/S,N,NCELS/S,N,MAXS/ S,N,MAXF/S,N,CTOL/S,N,AITK/S,N,MPER/S,N,RESET$

Input Data Blocks: CASECC

Table of case control command images.

BGPDT

Basic grid point definition table.

CSTM

Table of coordinate system transformation matrices

GEOM2

Table of Bulk Data entry images related to element connectivity and scalar points.

EST

Element summary table.

MPT

Material property table.

CONTACT

Contact data table.

SIL

Scalar index list.

Output Data Blocks: CNELM

Contact element definition table.

GPECTC

Grid point contact element connection table.

Parameters: NSKIP

1-10

Input-integer-no default. Record number in CASECC corresponding to the first subcase of the current boundary condition.

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OPTION

Input-integer-no default. OPTION=1 to form contact elements. OPTION=2 to form glue elements.

NLHEAT

Input-logical-no default. TRUE if nonlinear heat transfer analysis.

CNTSET

Output-integer. Contact set ID.

NCELS

Output-integer. Number of contact elements.

MAXS

Output-integer. Maximum number of iterations for status loop.

MAXF

Output-integer. Maximum number of iterations for force loop.

CTOL

Output-real. Contact force convergence tolerance.

AITK

Output-integer. Aitken iteration flag.

MPER

Output-integer. Minimum contact set percentage.

RESET

Output-integer. Reset flag.

Remarks: NCELS will equal -1 if error is encountered forming the contact element.

FOELCS Form contact element stiffness.

Format: FOELCS

CNELM,BGPDT,CSTM,USET/ELCNST,ELCTST $ S,N,NLHEAT$

Input Data Blocks: CNELM

Contact element definition table.

BGPDT

Basic grid point data table.

CSTM

Table of coordinate system transformation matrices.

USET

Degree-of-freedom set membership table for g-set.

Output Data Blocks: ELCNST

Contact element normal stiffness table.

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ELCTST

Updated and New DMAP Modules

Contact element tangential stiffness table.

Parameters: NLHEAT

Input-logical-no default. TRUE if nonlinear heat transfer analysis.

FRLG Generates frequency-dependent loads or time-dependent loads Generates frequency-dependent loads or time-dependent loads via Fourier transform for frequency response analysis.

Format: FRLG

CASECC,USETD,DLT,FRL,GMD,GOD,DIT,PHDH/ PPF,PSF,PDF,FOL,PHF,YPF/ SOLTYP/OPT/S,N,FOURIER/S,N,APP $

Input Data Blocks: CASECC

Table of Case Control command images

USETD

Degree-of-freedom set membership table for p-set

DLT

Table of dynamic loads

FRL

Frequency response list

GMD

Multipoint constraint transformation matrix with extra points, m-set by ne-set

GOD

Omitted degree-of-freedom transformation matrix with extra points, o-set by d-set

DIT

Table of TABLEij Bulk Data entry images

PHDH

Transformation matrix from d-set to modal coordinates

Output Data Blocks: PPF

Frequency response load matrix in the p-set

PSF

Frequency response load matrix in the s-set

PDF

Frequency response load matrix in the d-set

FOL

Frequency response frequency output list

PHF

Frequency response load matrix in the h-set (modal)

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YPF

Frequency response enforced motion matrix in the p-set

Parameters: SOLTYP

Input-character-no default. Solution method. ‘MODAL’Modal: that is, compute PH ‘DIRECT’Direct: that is, do not compute PH

OPT

Input-integer-default=0. Processing option. 0 = generate frequency-or time-dependent loads 1 = generate load scale function only (FRL not used) 2 = generate frequency-or time-dependent load table values only

FOURIER

Output-integer-default=-1. Fourier transform. Set to 1 if TLOADi Bulk Data entries are referenced by the DLOAD set identification number in CASECC.

APP

Output-character-default=‘FREQ’ Dynamic load type. Set to ‘FREQ‘, if RLOAD1 or RLOAD2 entries are referenced. Set to ‘TRAN‘, if TLOAD1 or TLOAD2 entries are referenced.

Remarks: 1. CASECC, FRL, and FOL cannot be purged. 2. DLT can be purged if PP, PS, PD, and PH are purged. 3. If USETD is not purged, PS cannot be purged if single-point constraints exist. Also, GMD and GOD cannot be purged if multipoint constraints or omitted degrees-of-freedom exist. 4. PHDH and PH cannot be purged if SOLTYP=‘MODAL’ 5. DIT cannot be purged if a dynamic load references TABLEDij Bulk Data entries. 6. PS, PD, and PH can be purged if USETD is also purged. 7. If TLOAD1 or TLOAD2 Bulk entries are referenced, the loads are computed and transformed to the frequency domain.

GP1 Performs basic geometry processing

Format: GP1

GEOM1,GEOM2,geom3,GDNTAB,MEDGE,SGPDT,DYNAMIC/ GPL,EQEXIN,GPDT,CSTM,BGPDT,SIL,VGF,GEOM3B, DYNAMICB/ S,N,LUSET/S,N,NOCSTM/S,N,NOPOINTS/ UNIT/UPERM/UPRMT/NUFLAG/SEID/NUMLM $

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Updated and New DMAP Modules

Input Data Blocks: GEOM1

Table of Bulk Data entry images related to geometry

GEOM2

Table of Bulk Data entry images related to element connectivity and scalar points

GEOM3

Table of Bulk Data entry images related to static and thermal loads

UNUSED

Unused and can be purged

GDNTAB

Table of grid points generated for p-element analysis

MEDGE

Edge table for p-element analysis

SGPDT

Superelement basic grid point definition table

DYNAMIC

Table of Bulk Data entry images related to dynamics

Output Data Blocks: GPL

External grid/scalar point identification number list

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers

GPDT

Grid point definition table

CSTM

Table of coordinate system transformation matrices

BGPDT

Basic grid point definition table

SIL

Scalar index list

VGF

Fluid/structure partitioning vector with ones at the rows corresponding to fluid degrees-of-freedom

GEOM3B

Table of Bulk Data entry images related to static and thermal loads with DAREA entry images converted to equivalent FORCE and MOMENT entry images

DYNAMICB

Table of Bulk Data entry images related to dynamics without DAREA entry images

Parameters: LUSET

Output-integer-default=0. The number of degrees-of-freedom in the g-set.

NOCSTM

Output-integer-no default. Number of coordinate systems found in GEOM1. Set to -1 if none are found.

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NOPOINTS

Output-integer-no default. Grid point flag. Set to -1 if none are found. Otherwise, set to 1.

UNIT

Input-real-default=1.0. AUNIT record factor for electromagnetic analysis.

UPERM

Input-real-default=1.2566E-06. Permeability for electromagnetic analysis.

UPRMT

Input-real-default=8.8542E-12. Permittivity for electromagnetic analysis.

NUFLAG

Input-integer-default=10. Unit type for electromagnetic analysis.

SEID

Input-integer-default=-1. Superelement identification number.

NUMLM

Input-integer-default=0. Number of Lagrange Multiplies from Lagrange rigid elements.

Remarks: 1. GP1 assembles a list of all grid and scalar points and places them in internal order, computes coordinate system transformation matrices, and transforms all grid points to the basic coordinate system. 2. No output data block, except VGF, can be purged.

GPSTR2 Computes grid point stresses or strains Computes grid point stresses or strains interpolated from element centroid stresses or strains.

Format: GPSTR2

CASECC,EGPSF,BGPDT,OES1,OESNLXR/ OGS1,EGPSTR,OGSR1/ S,N,NOOGS1/S,N,NOEGPSTR/APP/NLSTRAIN $

Input Data Blocks: CASECC

Table of Case Control command images

EGPSF

Table of element to grid point interpolation factors

BGPDT

Basic grid point definition table

OES1

Table of element stresses or strains in SORT1 format

OESNLXR

Table of nonlinear element stresses in SORT1 format and appended for all subcases

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Output Data Blocks: OGS1

Table of grid point stresses or strains in SORT1 format

EGPSTR

Table of grid point stresses or strains for post-processing in the DBC module

OGSR1

Table of raw grid point stresses or strains in SORT1 format.

Parameters: NOOGS1

Output-integer-default=-1. OGS1 creation flag. Set to 0 if OGS1 is created.

NOEGPSTR

Output-integer-default=-1. EGPSTR creation flag. Set to 0 if EGPSTR is created.

APP

Input-character-default=‘STATICS’ Analysis type. Allowable values are: ‘STATICS’: statics ‘REIGEN’: normal modes ‘TRANRESP’: transient response

NLSTRAIN

Logical-input-default=FALSE. Nonlinear strain data recovery, otherwise the flag at word 11 of OES1 takes precedence. Set to TRUE if nonlinear strains are to be processed.

Remarks: 1. The GPSTRESS Case Control command controls the contents of OGS1. 2. The STRFIELD Case Control command controls the contents of EGPSTR.

MATMOD Matrix modification Transforms matrix or table data blocks according to one of many options into output matrix or table data blocks.

Format: MATMOD

I1,I2,I3,I4,I5,I6,I7,I8,I9/ O1,O2/ P1/P2/P3/P4/P5/P6/P7/P8/P9/P10/P11/P12/p13/p14/p15 $

Input Data Blocks: Ii

1-16

Input data blocks. I1 is required; I2 through I9 may not be necessary depending on the value P1.

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Output Data Blocks: Oi

Output data blocks

Parameters: P1

Input-integer-no default. Option selection described in the table that follows.

P2, P3, P4

Input/output-integer-default=0. Parametric data depending on P1.

P5, P6

Input/output-real-default=0. Parametric data depending on P1.

P7 through P11

Input/output-integer-default=0. Parametric data depending on P1.

P12

Input/output-character-default=blank. Parametric data depending on P1.

P13

Input/output-character-default=” Parametric data depending on P1.

P14

Input/output-character-default=” Parametric data depending on P1.

P15

Input/output-character-default=” Parametric data depending on P1.

Remarks: Each option corresponds to a different value of the first parameter, P1. The following summary table provides descriptions of the options.

Option P1 = 1 Extract a block(s) of columns from a matrix.

Format: MATMOD

I1,,,,,,,,/O1,/1/STARTCOL/ENDCOL/COLINC $

Input Data Block: I1

Any matrix (real or complex)

Output Data Block: O1

Column vector containing column P2 of I1

Parameter: STARTCOL

Input-integer. Starting column number to extract from I1.

ENDCOL

Input-integer. Ending column number to extract from I1

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COLINC

Input-integer. Column increment. Extract every COLINC‘th column between STARTCOL and ENDCOL.

Remarks: 1. If ENDCOL is zero, ENDCOL=STARTCOL. 2. If COLINC is zero, every column between STARTCOL and ENDCOL is extracted.

Examples: 1. Extract the seventh column from A and call it A7. MATMOD A,,,,,,,,/A7, /1/7 $

2. Extract the third, fourth, and fifth columns from A. MATMOD A,,,,,,,,/A345, /1/3/3 $

Option P1 = 2 Filter small magnitude terms of a matrix.

Format: MATMOD

I1,,,,,,,,/O1,/2/PURGE///FILTER $

Input Data Block: I1

Any matrix (real or complex)

Output Data Block: O1

A copy of I1 with terms smaller in magnitude than P5 set to 0.0

Parameter: PURGE

Input-integer-default=0. If PURGE=0, and the input matrix has no nonzero terms, the output matrix is purged. If PURGE≠ 0, and the input matrix has no nonzero terms, the output matrix is null.

FILTER

Input-real-default=0.0. Value of filter. Terms in I1 with an absolute magnitude less than the absolute value of FILTER are set to zero.

Example: Print terms in A smaller in magnitude than 100.0. MATMOD ADD MATPRN

1-18

A,,,,,,,,/AFILTER,/2////100.0 $ A,AFILTER/ASMALL//-1 $ ASMALL// $

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Option P1 = 3 Zeros out rows and columns of a matrix according to degree of freedom component number.

Format: MATMOD

I1,,,,,,,,/O1,/3/CODE $

Input Data Block: I1

Any matrix (real or complex)

Output Data Block: O1

I1 with rows and columns according to DOFs described by P2.

Parameter: CODE

Input-integer-default=0. Packed DOF code that identifies rows and columns of I1 to be made null (for example, 136 means that degrees of freedom 1, 3, and 6 for each grid point are set to zero).

Remarks: I1 is assumed to consist only of grid point degrees of freedom. A code of 345 simply zeros rows and columns 3, 4, 5, 9, 10, 11, 15, 16, 17, and so on, of matrix I1. You should exercise caution when selecting this option on a resequenced matrix.

Example: Zero out degrees of freedom 1, 2, and 6 in stiffness matrix KGG. MATMOD EQUIVX

KGG,,,,,,,,/KGG1,/3/126 $ KGGQ/KGG/ALWAYS $

Option P1 = 4 Replicates a matrix six rows by N columns row-wise to a g-row by N-column matrix. The input matrix is replicated for each grid point.

Format: Form 1 MATMOD

I1,SIL,,,,,,,/O1,/4 $

Form 2 MATMOD

I1,,,,,,,,/O1,/4/LUSET $

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Input Data Blocks: I1

Any six-row by N-column matrix (real or complex)

SIL

Scalar index list (SIL) table generated by the GP1 module

Output Data Block: O1

g-row by N-column matrix containing I1 at every grid point

Parameter: LUSET

Integer-input-default=0. Used to supply the length of the g-set when SIL is purged.

Remarks: 1. If SIL is purged, MATMOD uses LUSET for the size of the g-set. The assumption is made that only grids exist in the g-set. LUSET must not be zero if SIL is purged. 2. If SIL is not purged, LUSET is ignored. I1 is inserted at the rows of every grid point. Scalar and extra points are ignored.

Option P1 = 5 Accepts a DMI matrix six rows by six columns and outputs either a g-row by g-column matrix where the input matrix is inserted at the diagonal 6x6 of each grid point, or a g-row by g-column transform matrix.

Format: Form 1 (Inserts 6x6 matrix along diagonal) MATMOD

I1,SIL,,,,,,,/O1,/5/LUSET/0 $

Form 2 (generates specified coordinate system to basic coordinate system transformation matrix) MATMOD

CSTM,SIL,,,,,,,/01,/5/LUSET/P3 $

Form 3 (generates a global-to-basic coordinate system transformation matrix) MATMOD

CSTM,SIL,BGPDT,,,,,,/01,/5//-1 $

Input Data Blocks: I1

Any six-row by six-column matrix (real or complex)

SIL

Scalar index list table output from the GP1 module

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BGPDT

Basic grid point definition table

Output Data Block: O1

g-row by N-column matrix containing I1 at every grid point

Parameter: LUSET

Integer-input-default=0. Used to supply the length of the g-set when SIL is purged. This parameter is valid for Forms 1 and 2 only.

P3

Integer-input-default=0. Coordinate system identification number. This parameter is valid for Form 3 only.

Remarks: 1. If P3 = 0, this option accepts a six row by six column matrix and the SIL table. The output is a g-size square matrix containing the 6 x 6 input matrix along the diagonal at every grid point. Scalar and extra points contain 0.0 values. If P3 > 0, the 6 x 6 single-precision matrix is the transformation matrix from the coordinate system with the coordinate ID = P3 to the basic system. If P3 points to a cylindrical or spherical coordinate system, the transformation location is at the origin of the P3 system. Scalar and extra points contain 1.0. If P3 = -1, the 6 x 6 single-precision matrix is the global-to-basic transformation for each grid point. Scalar and extra points contain 1.0. 2. If SIL is purged, the MATMOD uses LUSET for the size of the g-set. The assumption is made that only grids exist in the g-set. LUSET must not be zero if SIL is purged.

Examples: Transform KGG to another coordinate system. 1. Assume TRANS to be a 6 x 6 transformation matrix and KGG was formed using only one coordinate system (global coordinate system is the same at each grid point). Transform KGG using TRANS. MATMOD TRNSP SMPYAD

TRANS,SIL,,,,,,,/TRANSG,/5 $ TRANS/TRANSGT $ TRANSG,KGG,TRANSGT,,,/KGGPRIME/3 $

2. Assume KGG was formed using coordinate system 10 as the global coordinate system for all grid points. Transform KGG to the basic coordinate system. MATMOD TRNSP SMPYAD

CSTM,SIL,,,,,,,/TRANSG,/5//10 $ TRANSG/TRANSGT $ TRANSG,KGG,TRANSGT,,,/KGGBASIC/3 $

3. Assume KGG was formed using arbitrary coordinate systems as the global coordinate system for each grid point. Transform KGG to the basic coordinate system. MATMOD TRNSP SMPYAD

CSTM,SIL,BGPDT,,,,,,/TRANSG,/5//-1 $ TRANSG/TRANSGT $ TRANSG,KGG,TRANSGT,,,/KGGBASIC/3 $

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Transform KGGBASIC coordinate system 10. MATMOD CSTM,SIL,,,,,,,/TRANS10,/5//10 $ TRNSP TRANS10/TRANST10T $ SMPYAD TRANS10T,KGGBASIC,TRANS10,,,/KGG10/3 $

Option P1 = 6 Find the maximum absolute value for each row over all columns of a matrix.

Format: MATMOD

I1,,,,,,,,/O1,/6 $

Input Data Block: I1

Any matrix (real only)

Output Data Block: O1

Column vector with terms that represent the absolute maximum over all columns of I1 for each row

Example: Find the maximum displacements over all loading conditions. MATMOD

UG,,,,,,,,/UGMAX,/6 $

Option P1 = 7 Find the maximum absolute value for each column over all the rows of a matrix.

Format: MATMOD

I1,,,,,,,,/O1,/7 $

Input Data Block: I1

Any matrix (real only)

Output Data Block: O1

Column vector with a term that represents the absolute maximum over all rows of I1 for each column

Example: Find the maximum displacement for each loading condition.

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MATMOD

UG,,,,,,,,/MAXDISP,/7 $

Option P1 = 8 Normalize matrix.

Format: MATMOD

I1,,,,,,,,/O1,/8////S,N,NORMREAL/ S,N,NORMIMAG $

Input Data Block: I1

Any matrix (real or complex)

Output Data Block: O1

Matrix shaped like I1 with every term divided by the term in I1 with the largest absolute value

Parameters: NORMREAL

Output-real single precision. Set to the real part of the normalizing factor.

NORMIMAG

Output-real single precision. Set to the imaginary part of the normalizing factor if I1 is complex.

Option P1 = 9 Find the maximum (absolute magnitude) value of each of the three columns of the UHT-transient response solution matrix. (The columns of UHT represent displacement, velocity, and acceleration for each output time step.)

Format: MATMOD

I1,,,,,,,,/O1,/9 $

Input Data Block: I1

Transient response solution matrix consisting of H rows by three column matrices (which represent displacement, velocity, and acceleration for each output time step) appended to form a matrix H rows by three times the number of output time steps columns. (Real only). [[{u1} {ν1} {a1}] [{u2} {ν2} {a2}]...[{ui} {#i} {ai}]]

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Output Data Block: O1

H-row by three column matrix of peak displacements, velocities, and accelerations

Example: Find and output maximum transient response. MATMOD UHT,,,,,,,,/UHTMAX,/9 $ DDRMM CASEXX,UHTMAX,PHIP1,,,,/OUPMAX,,,,/ $ OFP OUPMAX,,,,// $

Option P1 = 10 Convert matrix I1 into its complex conjugate.

Format: MATMOD

I1,,,,,,,,/O1,/10 $

Input Data Block: I1

Any matrix (real or complex)

Output Data Block: O1

Matrix shaped like I1 with every term converted to its complex conjugate

Example: Find the magnitude of terms of a complex vector. MATMOD CMPLX,,,,,,,,/CMPLXC,/10 $ ADD CMPLX,CMPLXC/CMPLXSQ///1 $ DIAGONAL CMPLXSQ/CMLPXMAG/’WHOLE’/0.5 $

Option P1 = 11 Form a new Basic Grid Point Definition Table (BGPDT) with grid locations that are given by I1.

Format: MATMOD

LOCVEC,BGPDT,,,,,,,/BGPDTN,/11 $

Input Data Blocks: LOCVEC

G-size vector with values that represent grid locations in the basic coordinate system

BGPDT

Basic grid point definition table

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Output Data Block: BGPDTN

New BGPDT table with grid point locations that are displaced by LOCVEC

Example: Build new BGPDT table based on the deformed state. $ Convert displacement vector to basic $ coordinate system PARAML CSTM//’PRESENCE’////S,N,NOCSTM IF (NOCSTM > -1) THEN $ MATMOD CSTM,SIL,BGPDT,,,,,,/TRANS,/5//-1 $ MPYAD TRANS,UG/UGBASIC $ ELSE $ EQUIVX UG/UGBASIC/ALWAYS $ ENDIF $ $ Form vector containing new grid locations in $ basic coordinate system VECPLOT UGBASIC,BGPDT,SCSTM,CSTM,,,,/ LOCVEC/0/0/3 $ $ Generate new BGPDT MATMOD LOCVEC,BGPDT,,,,,,,/BGPDTNEW,/11 $

Option P1 = 12 Perform simultaneous null column search on up to three matrices.

Format: MATMOD

I1,I2,I3,,,,,,/O1,O2/12/S,N,NONULL/ NMATRIX $

Input Data Blocks: I1, I2, I3

Matrices to search for simultaneous null columns (real or complex)

Output Data Blocks: O1

Column vector which has 1.0 at those rows where all matrices selected for searching have null columns

O2

Square symmetric matrix which has 1.0 on the diagonal of those columns where all matrices selected for searching have null columns

Parameters: NONULL

Output-integer. Set to -1 if no simultaneous null columns found; otherwise, it is set to the number of simultaneous null columns.

NMATRIX

Input-integer-default=0. Number of matrices to be included in null column search.

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Remarks: 1. I2 and I3 can be purged. 2. O2 can be purged.

Example: Search for simultaneous null columns in the g-size mass, damping, and stiffness matrices and remove rows and columns corresponding to these columns. MATMOD MGG,BGG,KGG,,,,,,/PARTNULL,/12/S,N,NONULL/3 $ IF (NONULL > 0) THEN $ PARTN MGG,PARTNULL,/MGGNEW,,,/-1 $ EQUIVX MGGNEW/MGG/ALWAYS $ PARTN BGG,PARTNULL,/BGGNEW,,,/-1 $ EQUIVX BGGNEW/BGG/ALWAYS $ PARTN KGG,PARTNULL,/KGGNEW,,,/-1 $ EQUIVX KGGNEW/KGG/ALWAYS $ ENDIF $

Option P1 = 13 Copies any data block.

Format: MATMOD

I1,,,,,,,,/O1,/13 $

Input Data Block: I1

Any data block (table or matrix)

Output Data Block: O1

Copy of I1

Remarks: COPY module is preferred over this option.

Option P1 = 14 Filter small magnitude terms from a matrix; more capabilities than option 2.

Format: MATMOD

1-26

I1,,,,,,,,/O1,/14/PURGE/UPLOW/STRTR/ FILTER/RELFLT/TRUNC $

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Input Data Block: I1

Matrix to be filtered (real or complex)

Output Data Block: O1

I1 is modified according to specifications set by parameters.

Parameters: PURGE

Input-integer-default=0. If PURGE = 0, and the input matrix has no nonzero terms, the output matrix is purged. If PURGE≠ 0, and the input matrix has no nonzero terms, the output matrix is null.

UPLOW

Input-integer-default=0. If UPLOW < 0, all lower triangular terms are set to zero. If UPLOW > 0, all upper triangular terms are set to zero. If UPLOW = 0, the action of this parameter is ignored.

STRTR

Input-integer-default=0. If STRTR=0, string trailer is written.

FILTER

Input-real single precision-default=0.0. Terms in I1 with an absolute magnitude less than the absolute value of FILTER are set to zero.

RELFLT

Input-real single precision-default=0.0. If RELFLT≠ 0.0, terms of I1 are set to zero when

Equation 1-1. I1 must be square for this option TRUNC

Input-integer-default=0. If TRUNC ≠ 0, truncate terms of I1 accordingly

Equation 1-2.

Remarks: 1. If FILTER = 0.0, O1 is a copy of I1. 2. If relative filtering is desired, FILTER must be zero (default). 3. If FILTER ≠ 0 or RELFLT < 0, the absolute filter technique is used.

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4. If I1 is not square and the relative filtering option is selected, FILTER is set to RELFLT and the absolute filtering technique is used. A user warning message is also issued.

Option P1 = 15 Not implemented.

Option P1 = 16 Put matrix into MATPOOL format, optional DMIG punched output.

Format: MATMOD

I1,I2,,,,,,,/O1,/16/PNDMIG// TYPOUT////////CCHAR $

Input Data Blocks: I1

Any matrix of g-rows arranged in external (ascending by GRID ID) sequence. (Real or complex).

I2

EQEXIN table from module GP1

Output Data Block: O1

Table data block in MATPOOL format containing I1

Parameters: PNDMIG

Input-integer-default=0. If PNDMIG≠ 0, I1 is printed in DMIG format to the punch output file (.pch).

TYPOUT

Input-integer-default=0. Default is to set DMIG precision to machine precision. The default can be overridden by specifying:

CCHAR

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1

Real single-precision output

2

Real double-precision output

3

Complex single-precision output

4

Complex double-precision output Input-character-default = blank. Continuation characters to be used for DMIG output. If nonblank continuation characters are specified, a maximum of 9999 DMIG entries can be printed for any single matrix. Only the first two characters of the nonblank mnemonic are used for the continuation string.

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Remarks: 1. I1 must be a g-row size matrix arranged in external sequence (see PARAM, OLDSEQ, and MATGEN Option 9). The rows are always labeled with the external sequence (grid or scalar IDs and component numbers). If the input matrix form is 1 (square) or 6 (symmetric) the columns are also labeled with the external sequence, and the IFO entry on the generated DMIG entry is set to 1 or 6. If the form is 6, only the terms in one triangle are output. If the input matrix form is 2 (rectangular form), the columns are labeled sequentially, starting with unity. The IFO is set to 9. If the form is not 1, 2, or 6, the module returns with no output. 2. EQEXIN table must not be purged.

Example: Output KGG and PG matrices in MATPOOL formatted table and punch to DMIG Bulk Data entries (MATGEN Option 9 is being used to resequence them from internal to external sort). MATGEN MPYAD MPYAD MATMOD MPYAD MATMOD

EQEXIN/INTEXT/9/0/LUSET $ INTEXT,KGG,/KGGE/1 $ KGGE,INTEXT,/KGGEXT $ KGGEXT,EQEXIN,,,,,,,/MATPOOL1,/16/1 $ INTEXT,PG,/PGEXT/1 $ PGEXT,EQEXIN,,,,,,,/MATPOOL2,/16/1 $

Option P1 = 17 Generate a g-size partitioning vector from a user-defined set of grid and/or scalar points or from a user-supplied bit position that designates one of the USET sets.

Format: MATMOD

EQEXIN,USET,SIL,CASECC,,,,,/CP/17/UBIT/SETFLG/ S,N,NOCP////////SETSTR1/SETSTR2/SETSTR3/SETSTR4 $

Input Data Blocks: EQEXIN

Equivalence table between external and internal grid/scalar identification numbers

USET

Degree-of-freedom set membership table for g-set

SIL

Scalar index list

CASECC

Table of Case Control command images

Output Data Block: CP

Column partitioning vector

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Parameters: UBIT

SETFLG

Input-integer-default=0. Obsolete method for set selection. For a more user-friendly method, use SETSTRi. In order to select specific sets for UBIT, add the corresponding decimal equivalent numbers from the table below. For example, sets R, O, and M, UBIT=8+4+1=13. For supersets, add the decimal equivalent numbers of the mutually exclusive sets which are contained in the superset. For example, set S combines the SB and SG set and therefore UBIT=1024+512=1536. The presence of any grid point degree of freedom in the associated sets causes all degrees of freedom associated with that grid point to be given a value of 1.0 in the output vector. SetName

DecimalEquivalentNumber

Q

4194304

BE

2097152

C

1048576

K

262144

SA

131072

E

2048

SB

1024

SG

512

R

8

O

4

BF

2

M

1 Input-integer-default=0. If SETFLG ≠ 0, SETFLG selects a set of grid point identification numbers of which all degrees of freedom associated with each point are assigned a value of 1.0 in the corresponding row of CP. If no SET command is found, the UBIT parameter is used. If SETFLG>0, the PARTN=SID Case Control command selects the SET command. If SETFLG<0, absolute value of SETFLG selects the SET command.

NOCP

1-30

Output-integer. NOCP is set to -1 if the partitioning vector is null or cannot be generated. Otherwise, it is set to zero.

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SETSTRi

Input-character-default=’ ’ Set name string. SETSTR1 through SETSTR4 form a single string of set name(s) and is 32 characters in length. The set names must be separated by a plus sign, "+". For example, SETSTR1=‘M+R+N+SG’and SETSTR2=‘+A+Q’specifies the m, r, n, sg, a, and q sets.

Remarks: 1. None of the data blocks can be purged. 2. UBIT entry must be a legitimate value.

Example: Generate a partitioning vector from a set of grid points defined in the Case Control Section. MATMOD

EQEXIN,USET,SIL,CASECC,,,,,/VECX,/17/128/1 $

If no set had been selected in the Case Control Section, the vector VECX would have been generated using the a-set degrees of freedom since UBIT=128. The Case Control Section contains: SET 10 = 1 THRU 50 PARTN = 10

Option P1 = 18 Insert or modify a GEOM3 table temperature record.

Format: MATMOD

GEOM,GPL,UG,,,,,,/GEOM3T,/18/SID $

Input Data Blocks: GEOM3

Table of Bulk Data entry images related to static and thermal loads

GPL

External grid/scalar point identification number list

UG

Temperature matrix in g-set

Output Data Block: GEOM3T

GEOM3 table with new or modified temperatures

Parameter: SID

Input-integer. Temperature set to be modified or added.

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Remarks: 1. This option should only be used in heat transfer analysis. 2. None of the data blocks can be purged. 3. Only grid temperature records (not elements) are modified.

Example: Put data from the temperature vector UG into a record for SID = 30. MATMOD

GEOM3,GPL,UG,,,,,,/GEOM3NEW,/18/30 $

Option P1 = 19 Extract a temperature vector from a GEOM3 table.

Format: MATMOD

GEOM3,EQEXIN,,,,,,,/UGT,/19/SID

Input Data Blocks: GEOM3

Table of Bulk Data entry images related to static and thermal loads

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers

Output Data Block: UGT

Updated temperature matrix in g-set

Parameter: Input-integer. Temperature set to extract.

SID

Remarks: 1. This option should only be used in heat transfer analysis. 2. None of the data blocks can be purged. 3. Only grid temperature records (not elements) are extracted.

Example: Extract the temperature vector UGN for SID = 40. MATMOD

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GEOM3,EQEXIN,,,,,,,/UGN,/19/40 $

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Option P1 = 20 Print the magnitude of the largest terms of up to six matrices.

Format: MATMOD

I1,I2,I3,I4,I5,I6,,,/O1,/20////S,N,SUM $

Input Data Blocks: I1 though I6

Any matrix (real or complex)

Output Data Block: O1

Dummy output data block

Parameter: SUM

Output-real. Sum of the absolute values of the largest terms in the input matrices.

Remarks: 1. Any input matrix can be purged. 2. All computations are performed in single or double precision depending on the matrix type. The magnitudes of the largest terms and SUM are converted to single precision for output.

Option P1 = 21 Extracts the components of a factor matrix and converts them to a standard form suitable for input to any matrix module.

Format: MATMOD

LD,,,,,,,,/T,LP/21 $

Input Data Block: LD

Lower triangular factor/diagonal matrix

Output Data Blocks: T

Diagonal from symmetric decomposition

LP

Lower triangular [L] and permutation matrix appended together

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Remarks: Symmetric decomposition forms the equivalent matrix representation of a symmetric matrix. [A] =[P}T [L] [D] [L]T[P] where P is a permutation matrix (row and column interchange used to improve efficiency), L, a lower triangular matrix, and D, a tridiagonal matrix. Option 21 extracts P, L, and D and converts them to a standard form, suitable for input to any matrix module. L and P are appended column-wise in output D.

Example: Extract components of factor matrix LLL. MATMOD LLL,,,,,,,,/TT,LP/21 $ PARAML KLL//‘TRAILER‘/1/S,N,NL $ TYPE PARM,,I,N,TUNL $ TUNL = 2 * NL $ MATGEN ,/V21/6/TUNL/NL/NL $ PARTN LP,V21,/LL,,PP,/0 $

Option P1 = 22 Generate special aeroelasticity matrix with modified trailers.

Format: MATMOD

MKLIST,Qij,,,,,,,/QijL/22 $

Input Data Blocks: MKLIST

Table of Mach number and reduced frequency pairs

Qij

Aerodynamic matrix

Output Data Block: QijL

Special aerodynamic matrix with modified trailers

Option P1 = 23 Determines type of eigenvalue analysis requested and optionally extracts values from the selected EIGR or EIGRL Bulk Data entry.

Format: MATMOD

1-34

CASECC,DYNAMIC,,,,,,,/,/23/ S,N,NFOUND/ICASE////S,N,EIGRFLD $

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Input Data Blocks: CASECC

Table of Case Control command images

DYNAMIC

Table of Bulk Data entry images related to dynamics

Parameters: METHTYP

Output-integer. Set to 1 if Inverse Power or Lanczos method selected; otherwise, set to zero.

LANCZOS

Output-integer. Set to -1 if Lanczos method selected; otherwise, set to zero.

EIGRVALI

Output-integer-default=0. Extracted integer value from the EIGR or EIGRL entry.

EIGRVALR

Output-real-default=0.0. Extracted real value from the EIGR or EIGRL entry

NFOUND

Output-integer-default=0. EIGR* entry found flag; 0 if entry was found and -1 if entry was not found.

ICASE

Input-integer-default=1. Case Control record number which contains the METHOD command.

EIGRFLD

EIGRFLD Input/output-character-default=’ ’ Field name of EIGR or EIGRL entry. EIGRFLD is also an output if the field value is a character string.

Examples: 1. Determine method type on the EIGR entry. MATMOD CASECC,DYNAMIC,,,,,,,/,/23/S,N,METHTYP $ IF ( METHTYP=1 ) THEN $ MESSAGE //’LANCZOS OR SINV IS SELECTED.’$ ELSE $ MESSAGE //’GIVENS OR HOUSEHOLDER IS SELECTED.’$ ENDIF $

2. Extract the F2 field value from the EIGR entry: MATMOD

CASECC,DYNAMIC,,,,,,,/,/23////S,N,F2///////‘F2’$

3. Extract the NORM field value from the EIGR entry: NORM=‘NORM’$ initialize and will change on output MATMOD CASECC,DYNAMIC,,,,,,,/,/23///////////S,N,NORM $

Option P1 = 24 Generate a square matrix that has a 1.0 at the intersection of every null row and null column of I1, I2, and I3 simultaneously.

Format: MATMOD

I1,I2,I3,,,,,,/O1,/24/S,N,NOOUT/NMATX/S,N,NRNENC $

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Input Data Blocks: I1, I2, I3

Square, commensurate matrices (real or complex)

Output Data Block: O1

Square matrix that has a 1.0 at the intersection of every null row and null column of I1, I2, and I3 simultaneously

Parameters: NOOUT

Output-integer. Set to -1 if O1 is null.

NMATX

Input-integer-default=1. Number of input matrices to be used for search, starting from the first input.

NRNENC

Output-integer. Set to -1 if the number of null rows does not equal the number of null columns.

Remarks: Any two input matrices can be purged.

Example: Add a unit value to the stiffness matrix for degrees of freedom that have no associated mass, damping, or stiffness. This is usually done to prevent potential singularities during direct transient and frequency analyses. MATMOD MAA,BAA,KAA,,,,,,/KAAX,/24/S,N,NOADD/3/S,N,NRNENC $ IF (NRNENC < 0) THEN $ MESSAGE //’ERROR: MATRICES ARE NOT’/ ’ SYMMETRIC’ $ EXIT $ ENDIF $ IF (NOADD < -1) THEN ADD KAA,KAAX/KAANEW $ EQUIVX KAANEW/KAA/ALWAYS $ ENDIF $

Option P1 = 25 Generate vectors that have 1.0 corresponding to each null row and null column in I1, I2, and I3 simultaneously.

Format: MATMOD

1-36

I1,I2,I3,,,,,,/O1,O2/25/S,N,NOOUT/NMATX/ S,N,NRNENC///S,N,SYM $

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Input Data Blocks: I1, I2, I3

Square, commensurate matrices (real or complex)

Output Data Blocks: O1

Vector that has 1.0 corresponding to each null row in I1, I2, and I3 simultaneously. See Remark 1.

O2

Vector that has 1.0 corresponding to each null column in I1, I2, and I3 simultaneously.

Parameters: NOOUT

Output-integer. Set to -1 if both output vectors are null, set to zero otherwise.

NMATX

Input-integer-default=1. Number of input matrices to be used for search, starting from the first input.

NRNENC

Output-integer. Set to -1 if number of null rows does not equal the number of null columns; otherwise zero.

SYM

Output-integer. Set to -1 if I1, I2, and I3 are symmetric; otherwise zero. See Remark 2.

Remarks: 1. Any two input matrices can be purged. 2. If I1, I2, and I3 are symmetric, O2 is purged.

Example: Remove null rows and columns from matrix A. MATMOD IF (NOOUT PARTN EQUIVX ENDIF $

A,,,,,,,,/RPARTN,CPARTN/25/S,N,NOOUT/1////S,N,SYM $ > -1) THEN $ A,CPARTN,RPARTN/ANEW/SYM $ ANEW/A/ALWAYS $

Option P1 = 26 Used internally for development testing.

Option P1 = 27 Convert a diagonal matrix (form 3) to a symmetric matrix (form 6).

Format: MATMOD

I1,,,,,,,,/O1,/27 $

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Input Data Block: I1

Diagonal matrix of form 3 (real or complex)

Output Data Block: O1

Symmetric matrix of form 6 containing diagonal terms of I1

Remarks: 1. Form 3 matrices are not output by any module. They are only allowed as input by the INPUTT2, INPUTT4, and DMIIN modules. 2. The SMPYAD, MPYAD, and ADD modules do not accept form 3 matrices. The matrices should now be converted to form 6 before use in these modules.

Example: DMIIN MATMOD

DMI,DMINDX/A3,,,,,,,,, $ A3,,,,,,,,/A6,/27 $

where A3 is the DMI matrix defined by the Bulk Data entries DMI,A3,0,3,1,1,,4,1 DMI,A3,1,2,2.0,3.0,4.0

and A6 is the matrix

Option P1 = 28 Convert the first column of a matrix to a symmetric matrix (form 6) with the terms of the first column along the diagonal and off-diagonal terms set to zero.

Format: MATMOD

I1,,,,,,,,/O1,/28 $

Input Data Block: I1

1-38

Any matrix of form 1, 2, or 6 (real or complex)

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Output Data Block: O1

Symmetric matrix (form 6) with terms of the first column of I1 along the diagonal and off-diagonal terms set to zero.

Example: MATMOD

B,,,,,,,,/BDIAG,/28 $

If B is the matrix

Figure 1-1. BDIAG is

Figure 1-2.

Option P1 = 29 Used internally for development testing.

Option P1 = 30 Print data blocks or a portion of data blocks as a table of hexadecimal values.

Format: MATMOD

I1,I2,I3,I4,I5,I6,,,/,/30/BBLK/EBLK $

Input Data Block: Ii

Any data block (matrix or table)

Parameters: BBLK

Input-integer-default=1. Beginning GINO block number.

EBLK

Input-integer-default=-1. Ending GINO block number. Default value implies the total number of blocks.

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Option P1=31 Writes the bit map of a matrix to the punch file.

Format: MATMOD

MAT,,,,,,,,/,/31/MAXSIZ $

Input Data Block: MAT

Any matrix

Output Data Block: None.

Parameter: MAXSIZ

Input-integer-default=0. Maximum size of the bit map matrix (row and/or column)

Option P1=32 Convert tables created by DRMH1 into DTI Bulk Data entry format and write to the punch file. Also converts DRMH1 directory tables in DTI Bulk Data entry format into DRMH1 output table format.

Format: MATMOD

TXY,,,,,,,,/TOUT,/32/CONVERT $

Input Data Block: TXY

DRMH1 directory table in DTI or table data block format

Output Data Block: TOUT

DRMH1 directory table in table data block format or DTI format

Parameter: CONVERT

1-40

Input-integer-default=0. Convert option. 0

Table data block format to DTI format

1

DDTI to table data block format

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Remarks: Table record 3 is all character and reading DTI entries produces all numbers. Therefore, CONVERT=1 converts the DTI numbers to character values.

Option P1=33 Create a single column matrix from the frequency response output list table, FOL. The frequencies are also converted to radian units.

Format: MATMOD

FOL,,,,,,,,/FOLMAT,/33 $

Input Data Block: FOL

Frequency response frequency output list

Output Data Block: FOLMAT

Matrix of frequencies in radian units

Parameters: None.

Option P1=34 Extract the real and imaginary parts of complex matrix into two real matrices.

Format: MATMOD

CMAT,,,,,,,,/RMAT,IMAT/34//PREC $

Input Data Block: CMAT

Complex matrix

Output Data Blocks: RMAT

Matrix containing real part of CMAT

IMAT

Matrix containing imaginary part of CMAT

Parameter: PREC

Input-integer-default=0. Precision of output matrices.

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0

Mmachine-precision (default)

1

Single

2

Double

Option P1=35 Sorts row term values in a selected column of the input matrix and produces a list vector and/or a Boolean matrix that contains the indices of the sorted terms.

Format: MATMOD

IM,,,,,,,,/ SORTLIST,SORTBOOL/S,N,P1/COLNUM/S,N,PRESORT/ SORTOPT/// NKEYS $

Input Data Block: IM

Any matrix

Output Data Blocks: SORTLIST

Vector consisting of the row numbers of the original positions of the sorted terms

SORTBOOL

Square matrix containing unity at a row position in the column associated with the sorted row terms

Parameters: P1

Input/output-integer-no default. On output, P1=-1 if the input matrix is purged or both output data blocks are purged.

COLNUM

Input-integer-default=0. Selects the column number of the input matrix that is sorted to produce SORTLIST and SORTBOOL. Default selects the first column.

PRESORT

Output-integer-default=0 Pre-sort flag. Set to -1 if column is already sorted.

SORTOPT

Input-integer-default=0. Sort option specification.

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-2

Absolute value in descending order

-1

Algebraic value in descending order

0

Implies SORTOPT=1 if IM is real, and SORTOPT=2 if IM is complex.

1

Algebraic value in ascending order

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2 NKEYS

Absolute value in ascending order

Input-integer-default=1. Duplicate value sort option specification. 1

Single key sort

2

Double key sort to maintain original order of terms in case of duplicate terms

Remarks: For complex matrices, only SORTOPT=2 or -2 is allowed.

Example: Given the input matrix, IM, generate an algebraic ascending order sort. The input matrix and its sorted order (algebraically ascending) are:

IM =

The MATMOD call looks like this: P1=35 $ MATMOD

IM,,,,,,,,/LIST,BOOL/S,N,P1//S,N,SORTED////2

$

and the output matrix LIST for NKEYS=2 contains LIST =

For NKEYS=1, it is equally likely that the indices for equal values are in a different order. For example, if the MATMOD call statement were P1=35 $ MATMOD

IM,,,,,,,,/LIST,BOOL/S,N,P1//S,N,SORTED////1

$

the output matrix LIST for NKEYS=1 contain either

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LIST =

or LIST =

since there are duplicate terms (0.0‘s) in the input matrix column and a single key sort was used. The Boolean square matrix contains unit values in the appropriate positions so that it can be used to create the sorted input matrix by means of a simple matrix multiply as in: MPYAD

BOOL,IM,/IMS/1 $

producing the sorted IM matrix, IMS, as IMS =

Remarks: 1. If the matrix input into this option contains more than one column and SORTBOOL is used subsequently to operate on this matrix, all columns have their rows re-ordered according to the sort obtained from the column processed by the MATMOD operation. In this case, the column that was selected during the MATMOD operation to produce the sorted ordering is guaranteed in sort. Other columns may or may not have their rows in sorted order. 2. The output data blocks are in machine precision, regardless of the precision of the input matrix.

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3. NKEYS=2 provides a more repeatable sort in the presence of equal values in the input, at the cost of longer run times. A test on a typical vector showed a difference of a factor of approximately ten. If repeatability is not essential, NKEYS=1 is the preferred choice.

Option P1=36 Reduce the GRID record in the GEOM1 table to the entries corresponding to grid identification numbers specified in a Case Control set.

Format: MATMOD

GEOM1,CASECC,,,,,,,/GEOM1R,/36/GRIDSET/S,N,NOGEOM1 $

Input Data Blocks: GEOM1

Table of Bulk Data entry images related to geometry

CASECC

Table of Case Control command selections

Output Data Block: GEOM1R

GEOM1 table with reduced GRID record

Parameters: GRIDSET

Input-integer. SET Case Control command identification number which contains a list grid point identification numbers.

NOGEOM1

Output-integer. Processing status flag. +1 No grid data found matching gridset. 0

GRIDSET found and contents match some GRIDs in GEOM1.

-1 GRIDSET found and contents matches all GRIDs in GEOM1.

Remarks: Only the GRID record is processed and all other GEOM1 records are copied as is to GEOM1R.

Option P1=37 Reduce the element and SPOINT records in the GEOM2 table to the entries corresponding to element or SPOINT identification numbers specified in a Case Control set.

Format: MATMOD

GEOM2,CASECC,,,,,,,/GEOM2R,/37/ ELEMSET/GRIDSET/S,N,NOGEOM2 $

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Input Data Blocks: GEOM2

Table of Bulk Data entry images related to geometry

CASECC

Table of Case Control command selections

Output Data Block: GEOM2R

GEOM2 table with reduced element record

Parameters: ELEMSET

Input-integer. SET Case Control command identification number which contains a list element point identification numbers.

GRIDSET

Input-integer. SET Case Control command identification number which contains a list SPOINT identification numbers.

NOGEOM2

Output-integer. Processing status flag. +1 No element and SPOINTs found matching ELEMSET and GRIDSET. 0

ELEMSET and GRIDSET found and contents match some elements and SPOINTs in GEOM2.

-1 ELEMSET and GRIDSET found and contents match all elements and SPOINTs in GEOM2.

Option P1=38 Reduce the records in the EST table to the entries corresponding to element numbers specified in a Case Control set.

Format: MATMOD

EST,CASECC,,,,,,,/ESTR,/38/ ELEMSET/GRIDSET/S,N,NOEST $

Input Data Blocks: EST

Table of Bulk Data entry images related to geometry

CASECC

Table of Case Control command selections.

Output Data Block: ESTR

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EST table with reduced records

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Parameters: ELEMSET

Input-integer. SET Case Control command identification number that contains a list element point identification numbers.

GRIDSET

Input-integer. SET Case Control command identification number which contains a list grid point identification numbers.

NOEST

Output-integer. Processing status flag. +1 No element found matching contents of ELEMSET 0

ELEMSET found and contents match some elements in EST

-1 ELEMSET and contents match all elements and SPOINTs in EST

Option P1=39 Remove and identify explicit zero terms in a matrix.

Format: MATMOD

I1,,,,,,,,/O1,O2/39/S,N,NOXPLZER $

Input Data Block: I1

Any matrix

Output Data Blocks: O1

Matrix I1 with explicit zero terms removed

O2

Matrix containing a 1.0 at the row and column, where an explicit zero was found in I1

Parameter: NOXPLZER

Output-integer. Explicit zero existence flag. Set to -1 if no explicit zeros are found.

Option P1=40 Remove unused q-set degrees-of-freedom from USET.

Format: MATMOD

USET,VAXW,,,,,,,/USETN,/40 $

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Input Data Block: USET

Degree-of-freedom set membership table for g-set.

VAXW

Column vector for a-set degrees of freedom which has a 1.0 at those locations where a-set structural matrices are null.

Output Data Blocks: USETN

New degree-of-freedom set membership table for g-set (with unused q-set degrees of freedom removed).

Option P1=41 Generate a partitioning vector from a set of grid points defined in the Bulk Data Section on a ROTORG card.

Format: MATMOD

EQEXIN,USET,SIL,CASECC,DYNAMICS,,,,/PARTG,/41/0/ROTGID/NOVEC $

Input Data Block: EQEXIN

Equivalence table between external and internal grid/scalar identification numbers.

USET

Degree-of-freedom set membership table for g-set.

SIL

Scalar index list.

CASECC

Table of Case Control command images.

DYNAMICS

Table of Bulk Data entry images related to dynamics.

Output Data Blocks: PARTG

1-48

Column partitioning vector.

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Parameters: Parameter 2 not used at this time. ROTGID

Input-integer. ROTGID must be less than zero. The absolute value of ROTGID selects the ROTORG Bulk Data card containing a set of grid point identification numbers. Six degrees of freedom will be associated to each point by assigning six values of 1.0 in the corresponding row of PARTG.

NOVEC

Output-integer. NOVEC will be set to -1 if the partitioning vector is null or cannot be generated. Otherwise, it will be set to zero.

Remarks: 1. None of the data blocks may be purged. 2. ROTGID parameter must be a negative integer value less than zero.

Example: MATMOD EQEXIN,USET,SIL,CASECC,DYNAMICS,,,,/PARTG,/41/0/-11/NOVEC $ The Bulk Data Section contains: ROTORG

11

1

3

THRU

5

7

The resulting partitioning vector PARTG: 1 0 1 1 1 0 1

Option P1=42 Generate a partitioning vector from a set of data defined in the Bulk Data Section on SOL 200.

Format: MATMOD

BGPDT,EQEXIN,SIL,CASECC,EDOM,EPT,EPTABF,GEOM2,GEOM2A/ RGPV,/42/NEPT/NOSE $

Input Data Block: BGPDT

Basic grid point definition table.

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers.

SIL

Scalar index list.

CASECC

Table of Case Control command images.

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EDOM

Table of Bulk Data entries related to design sensitivity and optimization.

EPT

Table of Bulk Data entry related to element properties.

EPTABF

Family of tables of designed property attributes.

GEOM2

Table of Bulk Data entry images related to element connectivity and scalar point.

GEOM2A

Table of secondary Bulk Data entry images related to element connectivity and updated for the current p-level.

Output Data Blocks: Row partitioning vector.

RGPV

Parameters: NEPT

Input-integer-default=0. The number of EPOINT used in FE model.

NOSE

Input-integer default=0. NOSE should be set to 1 if superelement is used.

Remarks: 1. The partitioning vector RGPV is generated from the following data defined in the Bulk Data: - grids and elements defined in set - properties defined in DESVAR - grids, elements, properties defined in DRESP. 2. Option 42 does not support shape optimization. 3. Option 42 does not support material optimization. 4. Option 42 does not support XYPLOT, PLOT, POST output request.

Example: The partitioning vector RGPV includes 0 or 1: 1011101

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Option P1=43 Generate a partitioning vector from a set of modal indices defined in the Case Control Section on a SET card referenced to by a MODSEL card.

Format: MATMOD

EQEXIN,USET,SIL,CASECC,DYNAMICS,,,,/PARTMS1,/43/NEIGV/MODSEL/NOVEC $

Input Data Block: EQEXIN

Equivalence table between external and internal grid/scalar identification numbers.

USET

Degree-of-freedom set membership table for g-set.

SIL

Scalar index list.

CASECC

Table of Case Control command images.

DYNAMICS

Table of Bulk Data entry images related to dynamics.

Output Data Blocks: PARTMS1

Column partitioning vector.

Parameters: Parameter 2 not used at this time. NEIGV

Input-integer. When the Case Control MODSEL card references a Case Control "SET = ALL" card the value of NEIGV will be used to determine the set of grid point identification numbers. Thus the set will contain grids 1 to n where n equals the value of NEIGV.

MODSEL

Input-integer. MODSEL must be less than zero. The absolute value of MODSEL selects a Case Control MODSEL card which points to a Case Control SET card containing a set of grid point identification numbers. Each point in the set will be assigned a value of 1.0 in the corresponding row of PARTMS1.

NOVEC

Output-integer. NOVEC will be set to -1 if the partitioning vector is null or cannot be generated. Otherwise, it will be set to zero.

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Remarks: 1. None of the data blocks may be purged. 2. MODSEL parameter must be a negative integer value less than zero.

Example: MATMOD EQEXIN,USET,SIL,CASECC,DYNAMICS,,,,/PARTMS1,/43/0/-10/NOVEC $ The Case Control Section contains: SET 10 = 1, 3 THRU 5, 7 MODSEL = 10 The resulting partitioning vector PARTMS1: 1 0 1 1 1 0 1

Option P1=44 Create a g-set partitioning vector for sparse data recovery based on the output requests in the case control section. This option is only valid for frequency and transient response output requests.

Format: MATMOD

BGPDTS,SILS,CASES,USETS,EPTS,GEOM2S,EQEXINS,XYCDB,GMTG/PARTV,/44/NOEPT/NOSE/IWHO $

Input Data Blocks: BGPDTS

Basic grid point definition table.

SILS

Scalar index list.

CASES

Table of Case Control command images.

USETS

Table of degree-of-freedom sets.

EPTS

Element property table.

GEOM2S

Table of bulk data entries related to element connectivity.

EQEXINS

Table of external and internal grid/scalar numbers.

XYCDB

Table of XY plotting commands.

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GMTG

Transpose of GM (multipoint constraint transformation matrix; m-set by n-set) where the n-set dimension has been expanded to g-set size.

Output Data Block: PARTV

Sparse data recovery partitioning vector (length is g-set). Values of 1 indicate retained dof; values of 0 indicate ignored dof.

Parameters: NOEPT

Input-integer default=0. Number of EPOINTs to process.

NOSE

Input-integer default=0. NOSE should be set to 1 if superelement is used.

IWHO

Input-integer default=0. IWHO should be set to 0 for enforced motion; set to 1 for SOL 111 or SOL 112 with superelements.

Remarks: 1. All data blocks must exist except for GMTG. If any of the required data blocks are purged, the module will not produce PARTV. 2. GMTG must exist in order to process m-set degrees-of-freedom. 3. If the user requests ‘ALL’ for any of the supported case control output requests, PARTV will contain all values of 1 and the SPARSEDR system cell (421) will be reset to 0, indicating that sparse data recovery is OFF. 4. The supported case control output requests are: a. b. c. d. e. f. g. h. I. j. k. l. m. n.

DISPLACEMENT VELOCITY ACCELERATION OLOAD STRESS/ELSTRESS STRAIN/ELSTRAIN FORCE/ELFORCE EDE EKE ESE XYPEAK XYPRINT XYPLOT XYPUNCH

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Option P1=45 Construct XCASECC by selecting the desired records of CASECC.

Format: MATMOD

CASECC,,,,,,,,/XCASECC,/45/P2/P3/P4 $

Input Data Blocks: CASECC

Table of Case Control command images.

Output Data Block: XCASECC

Table of Case Control command images for each processor in DMP environment

Parameters: P2

Input-integer default=0. Skip P2 records from the beginning of CASECC.

P3

Input-integer default=0. Copy the subsequent P3 records to XCASECC after P2 records.

P4

Input-integer default=0. The remaining number of records after P3 records is copied to XCASECC.

Remarks: Example: Extract 2, 3, and 4th record from CASECC that has 6 records. MATMOD CASECC,,,,,,,,/XCASECC,/45/1/3/2 $

MTRXIN Converts matrices input on DMIG Bulk Data entries to matrix data blocks.

Format: Form 1 – Simplified (CASECC is purged)

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MTRXIN

Form 2 – Case Control Command Selection of stiffness, mass, and damping (or square) matrices (IOPT=1 for K2GG, and so on, and IOPT=0 for K2PP, and so on, and TF) MTRXIN

Form 3 – Case Control Command selection of load (or rectangular) matrix (IOPT=2) MTRXIN

Form 4 – Selection of DMIK, DMIJ and DMIJI by data block names MATKi, MATJi, and MATJIi. MTRXIN

Form 5 – Selection of stiffness, mass, damping, and loads (or square) matrices by K2PNAM, and so on, input parameter values (IOPT=10 through 12).

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MTRXIN

Form 6 - Selection of DMIK, DMIJ, and DMIJI matrices by the MATNAMi input parameter values (IOPT=13 through 15) MTRXIN

Input Data Blocks: CASECC

Table of Case Control command images

MATPOOL

Table of Bulk Data entry images related to hydroelastic boundary, heat transfer radiation, virtual mass, DMIG, and DMIAX entries

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers

EQDYN

Equivalence table between external and internal grid/scalar/extra point identification numbers. (EQEXIN appended with extra point data)

TFPOOL

Table of TF Bulk Data entry images

AEBGPDTK

Basic grid point definition table for the aerodynamic ks-set degrees of freedom.

AEBGPDTJ

Basic grid point definition table for the aerodynamic js-set degrees of freedom

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AEBGPDTI

Basic grid point definition table for the aerodynamic js-set interference degrees of freedom

Output Data Blocks: NAMEi

Matrices defined on DMIG Bulk Data entries

K2GG, etc.

Matrices defined on DMIG Bulk Data entries and referenced by the K2GG, M2GG, B2GG, K42GG, K2PP, M2PP, B2PP, or P2G Case Control commands

MATPi

Matrices defined on DMIG Bulk Data entries and intended for the p-set

MATGi

Matrices defined on DMIG Bulk Data entries and intended for the g-set

RMATG

Rectangular matrix defined on DMIG Bulk Data entries and can have an arbitrary number of columns but g-set rows, similar to P2G

MATKi

Matrices defined on DMIK Bulk Data entries

MATJi

Matrices defined on DMIJ Bulk Data entries

MATIi

Matrices defined on DMIJI Bulk Data entries

Parameters: LUSET

Input-integer-no default. The number of degrees-of-freedom in the g-set.

LUSETD

Input-integer-no default. The number of degrees-of-freedom in the p-set.

NONAMEi

Output-integer-default=-1. NAMEi generation flag. Set to +1 if NAMEi is generated; -1 otherwise.

NOK2, etc.

Output-integer-default=-1. K2GG, and so on, generation flag. Set to +1 if K2GG, and so on is generated; -1 otherwise.

IOPT

Input-integer-default=0. Case Control command selection flag. 0

No Case Control command selection (see Form 1) or K2GG, and so on, and TFL Case Control command selection (see Form 2)

1

K2GG, and so on, Case Control command selection (see Form 2)

2

P2G Case Control command selection (see Form 3)

3

DMIK selection by output data block name (see Form 4)

4

DMIJ selection by output data block name (see Form 4)

5

DMIJI selection by output data block name (see Form 4)

10

K2PP, M2PP, and B2PP selection by input parameter value (see Form 5)

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11

K2GG, M2GG, B2GG, and K42GG selection by input parameter value (see Form 5)

12

P2G selection by input parameter value (see Form 5)

13

DMIK selection by input parameter value (see Form 6)

14

DMIJ selection by input parameter value (see Form 6)

15

DMIJI selection by input parameter value (see Form 6)

LKSET LJSET, LISET

Output-integer-default=0. Size of ks-set, js-set, and inteference js-set extracted from the AEBGPTK, AEBGPDTJ and AEBGPDTI tables.

NOMATi

Output-integer-default=1. Generation flag. Set to +1 if MAT* is generated; 1 otherwise.

MATNAMi

Input-character-default=’ ’ Matrix name found on DMIG, DMIJ, DMIK, and DMIJI Bulk Data entries.

TFLID

Input-integer-default=0. Transfer function set identification number. TFLID is ignored if IOPT=3, 4, 5, 13, 14, or 15.

NFEXIT

Input-logical-default=TRUE. Termination flag. If FALSE, do not issue User Fatal Message 2070 and do not terminate the module if the matrix is not found.

Remarks: 1. Any output data block can be purged. 2. Form 1 is used to input matrices from DMIG entries named in the DMAP statement output section. No Case Control commands are required. 3. Forms 2 and 3 are used to select the matrices with Case Control commands: K2GG, M2GG, B2GG, K42GG, K2PP, M2PP, B2PP, or P2G. “-2GG” matrices are of dimension g by g. “-2PP” matrices are of dimension p by p. The P2G matrix has g-rows, with the number of columns determined by the several methods used to input rectangular matrices described on the DMIG entry. 4. if the output data blocks are specified on a CALL statement and the DMIIN module is specified in the subDMAP referenced by the CALL statement, the data block name specified on the CALL statement must be the same as the name specified on the DMIIN module.

Examples: 1. Assume the Bulk Data contains two DMIG matrices, named M1 and M2, which reference grid and/or scalar points only. The following set of DMAP instructions generate these two matrices in matrix format, multiply them, and print the result. MTRXIN ,,MATPOOL,EQEXIN,,/Ml,M2,,/LUSET/S,N,NOMl/S,N,NOM2$ IF (NOM1 > -1 AND NOM2 > -1) THEN $ MPYAD M1,M2,/PRODUCT $ MATPRN PRODUCT//$

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ENDIF $

2. Assume the Bulk Data contains two DMIG matrices, MASS and STIFF, which reference grid and/or scalar points only. The following Case Control and DMAP instructions generate these two matrices in matrix format and add them to the structural mass and stiffness. Case Control: M2GG = MASS K2GG = STIFF

DMAP instructions: MTRXIN

CASECC,MATPOOL,EQEXIN,,/STIFF,MASS,,/ LUSET/S,N,NOSTIFF/S,N,NOMASS///1 $ IF (NOSTIFF > -1) THEN $ ADD KGG,STIFF/KGGNEW $ EQUIVX KGGNEW/KGG/ALWAYS $ ENDIF $ IF (NOMASS > -1) THEN $ ADD MGG,MASS/MGGNEW $ EQUIVX MGGNEW/MGG/ALWAYS $ ENDIF

NXNADAMS Creates an ADAMS MNF for a superelement. Creates an ADAMS Modal Neutral File (MNF) for a superelement. The output is based on the definitions in the ADAMSMNF case control command and the DTI,UNITS bulk data entry.

Format: NXNADAMS

UNITS,CASES,BGPDTS,GEOM2,GEOM4,USET,LAMA,PHIG, MGGDIAG,PCDB,OGPWG,OGSR1,OGSTRR1,CSTMS// SEID/FLXONL/FLXERR/WTMASS/GRDPNT $

Input Data Blocks: UNITS

UNITS data block from the DTI,UNITS bulk data entry

CASES

Case Control table associated with superelement

BGPDTS

Basic Grid Point Definition Table associated with superelement

GEOM2

Table of Bulk Data entries related to element connectivity

GEOM4

Table of Bulk Data entries related to constraints

USET

Table of degree-of-freedom sets

LAMA

Eigenvalue summary table for superelement

PHIG

Matrix of eigenvectors (g-set size) corresponding to LAMA

MGGDIAG

Column vector of diagonal values from superelement mass matrix (g-set size)

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PCDB

Plot Control Data Block from OUTPUT(PLOT) case control

OGPWG

Output table of Grid Point Weight Generator of superelement

OGSR1

Output table of grid point stresses of superelement

OGSTRR1

Output table of grid point strains of superelement

CSTMS

Coordinate System Transformation Matrices for superelement

Parameters: SEID

Input-integer-default=0. Superelement ID number (0 for residual-only analysis).

FLXONL

Output-integer-no default. Value of FLEXONLY keyword from ADAMSMNF case control command. Options are: 0: Continue with solution of residual structure 1: Do not perform solution of residual structure

FLXERR

Output-integer-no default. Error flag. Options are: 0: No error 1: Error occurred creating MNF. Terminate processing.

WTMASS

Input-real-default=1.0. Value of WTMASS parameter from PARAM,WTMASS,value.

GRDPNT

Input-integer-default=-1. Value of GRDPNT parameter from PARAM,GRDPNT,value.

Remarks: The MNF naming convention is as follows: ‘jid_SEID.mnf’, where jid is the “job ID” of the run (that is, the name of the job input file) and SEID is the superelement ID number (that is, the SEID parameter). The location of the created MNF is the same as the jid.f06 file.

PARAML Sets parameters from a data block

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Format: PARAML

DB/DBNAME/P1/S,N,P2/S,N,P3/S,N,P4/S,N,P5/S,N,P6/ S,N,SET1/S,N,F1/S,N,SET2/S,N,F2/ S,N,SET3/S,N,F3/S,N,SET4/S,N,F4/ S,N,SET5/S,N,F5/S,N,SET6/S,N,F6/ S,N,SET7/S,N,F7/S,N,SET8/S,N,F8/ S,N,SET9/S,N,F9/S,N,SET10/S,N,F10/ S,N,SET11/S,N,F11/S,N,SET12/S,N,F12 $

Input Data Block: DB

Any matrix or table

Output Data Block: DBNAME

Any data block. Used only when P1 = ‘NAME’; otherwise DBname must not be specified.

Parameters: P1

Input-character-no default. Only the first 4 characters are required. For example, ‘PRES’ and ‘PRESENCE’ are equivalent.

P2

Input/output-integer-default = 1

P3

Input/output-integer-default = 1

P4

Output-real-default = 0.0

P5

Output-integer-default = 0.0

P6

Output-real-default = 0.0

SETi

Input/output-character-default = ’ ’

Fi

Output-integer-default = 0

The following describes the various options and their formats. The meaning and usage of parameters P2 through P6, SETi, and Fi depend on the value of P1. Under all options, P5 is set to -1, if the input data block does not exist, and no other parameters are set. Option P1 = ‘BULK’ Check for the presence of Bulk Data entry records by examining the trailer bits of its IFP module related table.

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Format: PARAML

IFPDB//‘BULK‘////// BULKNM1/S,N,BULKFG1/BULKNM2/S,N,BULKFG2/ BULKNM3/S,N,BULKFG3/BULKNM4/S,N,BULKFG4/ BULKNM5/S,N,BULKFG5/BULKNM6/S,N,BULKFG6/ BULKNM7/S,N,BULKFG7/BULKNM8/S,N,BULKFG8/ BULKNM9/S,N,BULKFG9/BULKNM10/S,N,BULKFG10/ BULKNM11/S,N,BULKFG11/BULKNM12/S,N,BULKFG12 $

Input Data Block: IFPDB

Table with trailer bits indicating existence of Bulk Data entry records

Parameters: BULKNMi

Input-character. Name of Bulk Data entry.

BULKFGi

Output-integer. Set to -1 if Bulk Data entry exists.

Remarks: To determine which table contains BULKNMi, see the data block description.

Example: Check for the presence of the rigid elements. PARAML

GEOM4//‘BULK‘//////‘RBE1‘/S,N,RBE1/‘RBE2‘/S,N,RBE2/ ‘RBE3‘/S,N,RBE3/‘RROD‘/S,N,RROD/‘RBAR‘/S,N,RBAR/ ‘RTRPLT‘/S,N,RTRPLT/‘RSPLINE‘/S,N,RSPLINE $

Option P1 = ‘DMI’ Extract an element from a matrix.

Format: PARAML

MAT//’DMI’/ICOL/IROW/S,N,REAL/ S,N,NROW/S,N,IMAG $

Input Data Block: MAT

Any matrix (real or complex)

Parameters: ICOL

Input-integer-default=1. Column number of matrix element.

IROW

Input-integer-default=1. Row number of matrix element.

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REAL

Output-real. Real part of matrix element.

IMAG

Output-real. Imaginary part of matrix element, if element is complex.

Remarks: If IROW is greater than the number of rows in the matrix, NROW is set to the number of rows, and REAL and IMAG are set to zero.

Example: Obtain the value in column 6, row 11 of matrix KGG and save in parameter TERM. PARAML

KGG//’DMI’/6/11/S,N,TERM/S,N,NOKGG $

Option P1 = ‘DTI’ Extract a real, integer, complex, or character value from a table.

Format: PARAML

TAB//’DTI’/S,N,RECNUM/S,N,WRDNUM/ S,N,REAL/S,N,INTGR/S,N,IMAG/S,N,CHAR/ S,N,RECNEW//S,N,INTNEW $

Input Data Block: TAB

Any table

Parameters: RECNUM

Input/output-integer. Record number of value.

WRDNUM

Input/output-integer. Word number of value.

REAL

Output-real. Real part of value.

INTGR

Output-integer. Integer value.

IMAG

Output-real. Imaginary part of value.

CHAR

Output-character. Character value. The first four characters in CHAR contain the table value. The second four characters are blank.

RECNEW

Output-integer. Record number in which table value at WORDNM-th word is nonzero for RECNUM=-1 or changes for RECNUM=-2.

INTNEW

Output-integer. Nonzero (RECNUM=-1) or changed (RECNUM=-2) value of WORDNM-th word in RECNEW-th record.

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Remarks: 1. If RECNUM is greater than the number of records in table, RECNUM is set to -1. All other parameters remain unchanged. 2. If WRDNUM is greater than the number of words in RECNUM record, WRDNUM is set to -1. All other parameters remain unchanged. 3. If RECNUM = -1, the WRDNUM-th word in all records is scanned for a nonzero value. If any exist, INTGR is set to -1. 4. If RECNUM = -2, all records are scanned for changes in the value of the WRDNUM-th word. If the value changes, INTGR is set to -1.

Example: 1. Extract the frequencies from FRL. TYPE PARM,,I,,KNT $ TYPE PARM,,LOGI,,LPFLG=TRUE $ DO WHILE ( LPFLG ) $ KNT=KNT+1 $ PARAML FRL//‘DTI‘/1/S,N,KNT/S,N,FREQ $ IF ( KNT>-1 ) THEN $ MESSAGE //’FREQ=‘/FREQ $ . . . ELSE LPFLG=FALSE $ ENDIF $ ENDDO $

2. Test for an SPCFORCE Case Control command in any subcase. SPCFORCE requests are declared in word 135 of the CASECC data block. PARAML

CASECC//’DT1’/-1/135//S,N,SPCREQ $

Option P1 = ‘DTI2’ Extract double precision load factor stored in two consecutive words of the ESTNL data block and truncate to single precision.

Format: PARAML

ESTNL//‘DTI2‘/S,N,RECNUM/S,N,WRDNUM/S,N,REAL $

Input Data Block: ESTNL

Material nonlinear element summary table

Parameters: RECNUM

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Input/output-integer. Record number of value.

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WRDNUM

Input/output-integer. First word number of value.

REAL

Output-real. Real part of value.

Remarks: 1. This option is applicable only to the load factor stored in the ESTNL data block. 2. If RECNUM is greater than the number of records in table, RECNUM is set to -1. All other parameters remain unchanged. 3. If WRDNUM is greater than the number of words in RECNUM record, WRDNUM is set to -1. All other parameters remain unchanged.

Example: Extract load factor in words 5 and 6 of the header record PARAML

ESTNL//‘DTI2‘/0/5/S,N,FACT $ LOAD FACTOR

Option P1 = ‘DTI2C’ Extract character value stored in two consecutive words.

Format: PARAML

TAB//‘DTI2C‘/S,N,RECNUM/S,N,WRDNUM// S,N,INTGR//S,N,CHAR2 $

Input Data Block: TAB

Any table

Parameters: RECNUM

Input/output-integer. Record number of value.

WRDNUM

Input/output-integer. First word number of value.

INTGR

Output-integer. Integer value and search flag when RECNUM<0.

CHAR2

Output-character. Character value concatenated from the values in the WRDNUM and (WRDNUM+1)-th position.

Remarks: 1. If RECNUM is greater than the number of records in table, RECNUM is set to -1. All other parameters remain unchanged. 2. If WRDNUM is greater than the number of words in the RECNUM-th record, WRDNUM is set to -1. All other parameters remain unchanged.

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3. If RECNUM = -1, the WRDNUM-th word in all records is scanned for a nonzero value. If any exist, INTGR is set to -1. 4. If RECNUM = -2, all records are scanned for changes in the value in the WRDNUM-th word. If the value changes, INTGR is set to -1.

Example: Extract the K2PP Case Control DMIG name specification words 139 and 140 of the Case Control data block. PARAML

CASECC//‘DTI2C‘/1/139////S,N,K2PP $

Option P1 = ‘IMATCH’ Search for a specific integer value in a table record.

Format: PARAML

TAB//‘IMATCH‘/RECNUM/IVALUE/S,N,FOUND $

Input Data Block: TAB

Any table

Parameter: RECNUM

Input-integer. Record number for search.

IVALUE

Input-integer. Value to search.

FOUND

Output-integer. Set to -1 if value is found, set to +1 otherwise.

Example: Search for value of HINDEX in record 1 of KVAL table. HINDEX = HINDEX +1 $ PARAML KVAL//‘IMATCH‘/HINDEX//S,N,NOKVAL $

Option P1 = ‘NAME’ Return the name and purge status of a data block.

Format: PARAML

/DBNAME/‘NAME‘////S,N,NODB//S,N,NAME $

Input Data Block: None.

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Output Data Block: DBNAME

Any data block

Parameters: NODB

Output-integer. Set to -1 if the data block is purged.

NAME

Output-character. Name of the data block. Set to blank if data block is purged.

Remarks: 1. This option is useful for checking whether the data block is purged on the CALL statement(s) in the calling subDMAP(s). 2. If DBNAME is specified on the SUBDMAP statement, NAME is the name appearing on the corresponding CALL statement. This process is repeated until DBNAME no longer appears on a SUBDMAP statement.

Example: Check the name and purge status of the MAA matrix. PARAML

/MAA/‘NAME‘////S,N,NOMAA//S,N,MAANAM $

Option P1 = ‘NULL’ Test for a null matrix.

Format: PARAML

MAT//‘NULL‘////S,N,NULLMAT $

Input Data Block: MAT

Any matrix

Parameter: NULLMAT

Output-integer. Set to -1 if matrix is null.

Example: Determine whether data block PG is null. PARAML

PG//‘NULL‘////S,N,NOPG $

Option P1=‘PARAM’ Check for the presence of a parameter PVT table.

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Format: PARAML

PVT//‘PARAM‘///// PARAM1/S,N,NOPARM1/PARAM2/S,N,NOPARM2/ PARAM3/S,N,NOPARM3/PARAM4/S,N,NOPARM4/ PARAM5/S,N,NOPARM5/PARAM6/S,N,NOPARM6/ PARAM7/S,N,NOPARM7/PARAM8/S,N,NOPARM8/ PARAM9/S,N,NOPARM9/PARAM10/S,N,NOPARM10/ PARAM11/S,N,NOPARM11/PARAM12/S,N,NOPARM12 $

Input Data Block: PVT

Parameter value table

Parameters: PARAMi

Input-character. Parameter name.

NOPARMi

Output-integer. If parameter exists, NOPARMi=1, otherwise, -1.

Remarks: The PVT table is output by the IFP and PVT modules.

Example: Check for the presence of PARAM,AUTOSPC. PARAML

PVT//‘PARAM‘//////‘AUTOSPC‘/S,N,NOAUTOSP $

Option P1 = ‘PRESENCE’ Test for the presence (existence) of a data block.

Format: PARAML

DB//‘PRESENCE‘////S,N,NODB $

Input Data Block: DB

Any data block

Parameter: NODB

Output-integer. Set to -1 if the data block does not exist.

Remarks: See the “DBSTATUS” module description for alternative options.

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Example: Test for the existence of the KGG data block. PARAML

KGG//‘PRESENCE‘////S,N,NOKGG $

Option P1=‘SET’ Extract elements of a SET defined in Case Control.

Format: PARAML

CASECC//‘SET‘/S,N,RECNUM/S,N,WRDNUM/S,N,REAL/ S,N,INTGR//S,N,CHAR/S,N,SETKNTR $

Input Data Block: CASECC

Table of Case Control selections

Parameters: RECNUM

Input/output-integer. Record number.

WRDNUM

Input/output-integer. Word number of Case Control command selection which references the desired set.

REAL

Output-real. Real part of value in the set.

INTGR

Output-integer. Integer value in the set.

IMAG

Output-real. Imaginary part in the set.

CHAR

Output-character. Character value in the set.

SETKNTR

Input/output-integer. Pointer to desired member in set; that is, 1 means the first member in the set, 2 means the second member, and so on. If the set is exhausted, SETKNTR is reset to -1.

Example: Extract the members of the sample Case Control command. K2GG=MATA MATB MATC

(Word 338 in CASECC contains the internal set identification number for K2GG.) PARAML

CASECC//‘SET‘/1/338////S,N,MATNAM/S,N,SETKNTR $

Option P1 = ‘TRAILER’ Extract a value from the trailer of a data block.

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Format: PARAML

DB//‘TRAILER‘/WRDNUM/S,N,TVALUE/S,N,REAL/ S,N,USETBIT/SETNAME $

Input Data Block: DB

Any data block

Parameter: WRDNUM

Input-integer. Word number of trailer.

TVALUE

Output-integer. Trailer value. See Table in Remark 1. If the data block has the format of a USET table, TVALUE is not used; see NOSET.

REAL

Output-real. Trailer value as a real number. Used only if WRDNUM=6. See Remark 2.

NOSET

Output-integer. USET flag for existence for the set specified by SETNAME. NOSET is set to -1 if the set does not exist.

SETNAME

Input-character. Degree-of-freedom set name. Used only if USETBIT=0. See table in Remark 2.

Remarks: 1. Meaning of TVALUE:

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WRDNUM

Meaning of TVALUE

1

Number of columns in matrix

2

Number of rows in matrix

3

Form of the matrix

4

Type of matrix

5

Largest number of nonzero words among all columns

6

Density of the matrix multiplied by 10000

7

Size in blocks

8

Maximum string length over all strings

9

Number of strings

10

Average bandwidth

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WRDNUM

Meaning of TVALUE

11

Maximum bandwidth

12

Number of null columns

2. If WRDNUM=6, the density of a matrix is returned as an integer value times 10000 in TVALUE and also as a real value in REAL.

Examples: 1. Extract the second word of the trailer from the SILS table and save in LUSETS. PARAML

SILS/‘TRAILER‘/2/S,N,LUSETS//S,N,NOSILS $

2. Check for the presence of single-point constraints (s-set). PARAML

USET//’TRAILER’////S,N,SINGLE//’S’ $

Option P1 = ‘USET’ Search for a specific integer value in a table record.

Format: PARAML

USET//‘USET‘////// SET1/S,N,NOSET1/SET2/S,N,NOSET2/ SET3/S,N,NOSET3/SET4/S,N,NOSET4/ SET5/S,N,NOSET5/SET6/S,N,NOSET6/ SET7/S,N,NOSET7/SET8/S,N,NOSET8/ SET9/S,N,NOSET9/SET10/S,N,NOSET10/ SET11/S,N,NOSET11/SET12/S,N,NOSET12 $

Input Data Block: USET

Degree-of-freedom set membership table

Parameter: SETi

Input-character. Degree-of-freedom Set name.

NOSETi

Output-integer. Degree-of-freedom set existence flag. NOSETi = -1 if set does not exist. NOSETi = number of degrees of freedom in the set if the set exists.

Remarks: See TRAILER option for allowable set names.

Example: Check for the existence of multipoint constraints (MPCs), rigid elements, and single-point constraints (SPCs).

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PARAML

USET//’USET’//////’M’/S,N,NOMSET/’S’/S,N,NOSSET $

Option P1=‘XYCDB’ Check for the presence of a response types specified on xy plotting commands: XYPAPLOT, XYPEAK, XYPLOT, XYPRINT and XYPUNCH.

Format: PARAML

XYCDB//‘XYCDB‘///// RESP1/S,N,NORESP1/RESP2/S,N,NORESP2/ RESP3/S,N,NORESP3/RESP4/S,N,NORESP4/ RESP5/S,N,NORESP5/RESP6/S,N,NORESP6/ RESP7/S,N,NORESP7/RESP8/S,N,NORESP8/ RESP9/S,N,NORESP9/RESP10/S,N,NORESP10/ RESP11/S,N,NORESP11/RESP12/S,N,NORESP12 $

Input Data Block: XYCDB

Table of x-y plotting commands. Response type.

Parameters: RESPi

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Input-character. The valid names are: •

DISP

•

VELO

•

ACCE

•

SPCF

•

OLOAVG

•

STRE

•

FORC

•

SDIS

•

SVELSACC

•

NFOR

•

ORES

•

BOUT

•

STRAMPCF

•

FPRE

•

FMPF

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•

SMPF

•

PMPF

•

LMPF

•

GMPF

See the XYPLOT command in the NX Nastran Quick Reference Guide for a description of the types. NORESPi

Output-integer. If the response type was is specified on an xy plotting command, NORESPi=1, otherwise, -1.

Example: Check for the presence of the MPCF response type. PARAML

XYCDBS//‘XYCDB‘//////‘MPCF‘/S,N,NOMPCF $

RANDOM Computes functions from frequency response data Computes power spectral density functions and autocorrelation functions from frequency response data.

Format: RANDOM

XYCDB,DIT,PSDL,OUG2,OPG2,OQG2,OES2,OEF2,CASECC, OSTR2,OQMG2,RCROSSL,OFMPF2M,OSMPF2M,OLMPF2M,OPMPF2M,OGPMPF2M/ PSDF,AUTO, OUGPSD2,OUGATO2,OUGRMS2,OUGNO2,OUGCRM2, OPGPSD2,OPGATO2,OPGRMS2,OPGNO2,OPGCRM2, OQGPSD2,OQGATO2,OQGRMS2,OQGNO2,OGGCRM2, OESPSD2,OESATO2,OESRMS2,OESNO2,OESCRM2, OEFPSD2,OEFATO2,OEFRMS2,OEFNO2,OEFCRM2, OEEPSD2,OEEATO2,OEERMS2,OEENO2,OEECRM2, OQMPSD2,OQMATO2,OQMRMS2,OQMNO2,OGMCRM2, OCPSDF,OCCORF/ S,N,NORAND/RMSINT/CPLX $

Input Data Blocks: XYCDB

Table of x-y plotting commands

DIT

Table of TABLEij Bulk Data entry images

PSDL

Power spectral density list

OUG2

Table of displacements in SORT2 format

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OPG2

Table of applied loads in SORT2 format

OQG2

Table of single point forces of constraint in SORT2 format

OES2

Table of element stresses or strains in SORT2 format

OEF2

Table of element forces in SORT2 format

CASECC

Table of Case Control command images

OSTR2

Table of element strains in SORT2 format

OQMG2

Table of multipoint forces of constraint in SORT2 format

RCROSSL

Table of RCROSS Bulk Data entry images

OFMPF2M

Table of fluid modal participation factors by natural modes in SORT2 format

OSMPF2M

Table of structural modal participation factors by natural modes in SORT2 format

OLMPF2M

Table of load modal participation factors by natural modes in SORT2 format

OPMPF2M

Table of panel modal participation factors by natural modes in SORT2 format

OGPMPF2M

Table of panel grid modal participation factors by natural modes in SORT2 format

Output Data Blocks: PSDF

Power spectral density table

AUTO

Autocorrelation function table

OUGPSD2

Table of displacements in SORT2 format for the PSD function

OUGATO2

Table of displacements in SORT2 format for the autocorrelation function

OUGRMS2

Table of displacements in SORT2 format for the RMS function

OUGNO2

Table of displacements in SORT2 format for the NO function

OUGCRM2

Table of displacements in SORT2 format for the cross correlation function

OPGPSD2

Table of applied loads in SORT2 format for the PSD function

OPGATO2

Table of applied loads in SORT2 format for the autocorrelation function

OPGRMS2

Table of applied loads in SORT2 format for the RMS function

OPGNO2

Table of applied loads in SORT2 format for the NO function

OPGCRM2

Table of applied loads in SORT2 format for the cross correlation function

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OQGPSD2

Table of single point forces of constraint in SORT2 format for the PSD function

OQGATO2

Table of single point forces of constraint in SORT2 format for the autocorrelation function

OQGRMS2

Table of single point forces of constraint in SORT2 format for the RMS function

OQGNO2

Table of single point forces of constraint in SORT2 format for the NO function

OQGCRM2

Table of single point forces of constraint in SORT2 format for the cross correlation

OESPSD2

Table of element stresses in SORT2 format for the PSD function

OESATO2

Table of element stresses in SORT2 format for the autocorrelation function

OESRMS2

Table of element stresses in SORT2 format for the RMS function

OESNO2

Table of element stresses in SORT2 format for the NO function

OESCRM2

Table of element stresses in SORT2 format for the cross correlation function

OEFPSD2

Table of element forces in SORT2 format for the PSD function

OEFATO2

Table of element forces in SORT2 format for the autocorrelation function

OEFRMS2

Table of element forces in SORT2 format for the RMS function

OEFNO2

Table of element forces in SORT2 format for the NO function

OEFCRM2

Table of element forces in SORT2 format for the cross correlation function

OEEPSD2

Table of element strains in SORT2 format for the PSD function

OEEATO2

Table of element strains in SORT2 format for the autocorrelation function

OEERMS2

Table of element strains in SORT2 format for the RMS function

OEENO2

Table of element strains in SORT2 format for the NO function

OEECRM2

Table of element strains in SORT2 format for the cross correlation function

OQMPSD2

Table of multipoint forces of constraint in SORT2 format for the PSD function

OQMATO2

Table of multipoint forces of constraint in SORT2 format for the autocorrelation function

OQMRMS2

Table of multipoint forces of constraint in SORT2 format for the RMS function

OQMNO2

Table of multipoint forces of constraint in SORT2 format for the NO function

OQMCRM2

Table of multipoint forces of constraint in SORT2 format for the cross correlation function

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OCPSDF

Output table of cross-power-spectral-density functions

OCCORF

Output table of cross-correlation functions

Parameters: NORAND

Output-integer-default=-1. Set to -1 if no random analysis is requested; 0 otherwise.

RMSINT

Input-character-default=‘LINEAR’ Power-spectral-density function interpolation option. A log-log option can be selected with RMSINT=‘LOGLOG’

CPLX

Input-integer-default=0. Set to 1 if complex data is requested. Set to 0 for real data.

Remarks: 1. RANDOM calculates power spectral density functions, autocorrelation functions and mean deviations for selected displacements, loads, forces of single-point constraints, and element forces and stresses. 2. DIT cannot be purged if PSDL references TABLEDi records in DIT.

SDR2 Creates output tables Creates tables based on output requests for forces of single-point and multipoint forces of constraint, applied loads, displacements, velocities, accelerations, element stresses, element strains, and element forces. These output tables are suitable for printing, plotting, and various other postprocessing.

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Format: SDR2

Input Data Blocks: CASECC

Table of Case Control command images

CSTM

Table of coordinate system transformation matrices

MPT

Table of Bulk Data entry images related to material properties

DIT

Table of TABLEij Bulk Data entry images

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers. See Remark 5.

EQDYN

Equivalence table between external and internal grid/scalar/extra point identification numbers. (EQEXIN appended with extra point data.)

SILD

Scalar index list for the p-set. See Remark 5.

ETT

Element temperature table

OL

Complex or real eigenvalue summary table, transient response time output list or frequency response frequency output list

EDT

Table of Bulk Data entry images related to element deformation, aerodynamics, p-element analysis, divergence analysis, and the iterative solver. Also contains SET1 entries.

BGPDT

Basic grid point definition table

PG

Static load matrix applied to the g-set

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QG

Single-point (or mutipoint-QMG) constraint forces of constraint matrix in the g-set

UG

Displacement matrix in g-set. For the DSVG1 module and transient analysis, UG can also represent velocity or acceleration.

EST

Element summary table

XYCDB

Table of x-y plotting commands

OINT

P-element output control table. Contains OUTPUT Bulk Data entries.

PELSET

P-element set table, contains SETS DEFINITIONS. Output by PLTSET.

VIEWTB

View information table, contains the relationship between each p-element and its view-elements and view-grids.

GPSNT

Grid point shell normal table

DEQATN

Table of DEQATN Bulk Data entry images

DEQIND

Index table to DEQATN data block

DITID

Table of identification numbers in DIT

PCOMPT

Table containing LAM option input and expanded information from the PCOMP Bulk Data entry

GPKE

Matrix of grid point kinetic energies

BOLTFOR

Bolt force data

Output Data Blocks: OPG1

Table of applied loads in SORT1 format

OQG1

Table of single or multipoint forces-of-constraint in SORT1 format

OUG1

Table of displacements in SORT1 format

OES1

Table of element stresses or strains in SORT1 format

OEF1

Table of element forces in SORT1 format

PUG

Matrix of translational displacements for plotting purposes

OGPKE1

Table of grid point kinetic energies in SORT1 format

Parameters: APP

1-78

Input-character-no default. Analysis type. Allowable values:

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‘STATICS’

Statics

‘REIGEN’

Normal modes

‘FREQRESP’

Frequency response

‘TRANRESP’

Transient response

‘CEIGEN’

Complex eigenvalues

‘MMREIG’

Normal modes for matrix method

‘BKL0’

Pre-buckling (statics)

‘BKL1’

Buckling

‘NLST’

Nonlinear statics

‘GNST’

Geometric nonlinear statics

NOSORT2

Output-integer=default=0. SORT2 format flag. Set to 1 if SORT2 format is requested or XYCDB is present; -1 otherwise.

NOCOMP

Input-integer-default=-1. Composite stress/strain flag.

ACOUSTIC

METRIK

-5

Forces of composites in STRAIN=sid

-2

Forces of composites in STRESS=sid

-1

Stresses for all elements (same as 0 except in DMAP)

0

Stresses for all elements

1

Stresses for non-composites only

2

Strain/curvature and forces of composites in STRESS=sid

3

Strains for all elements and MPC forces

4

Strains for non-composites only

5

Strain/curvature of composites in STRAIN=sid

Input-integer-default=0. Fluid-structure analysis flag. If set to 2, acoustic pressure is computed for fluid elements. 0

No fluid elements exist

1

Penalty or fluid acoustic elements exists

2

Fluid/structure coupling exists

Input-integer-default=-1. Parameter for electromagnetic analysis.

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ISOFLG

Input-integer-default=-1. Parameter for electromagnetic analysis.

GPF

Input-integer-default=-1. Parameter for electromagnetic analysis.

ACOUT

Input-character-default=‘PEAK’ Type of acoustic pressure output in fluid-structural analysis. ‘RMS’

Root-mean-square

‘PEAK’

Peak

PREFDB

Input-real-default=1.0. Peak pressure reference for pressure level in units of dB or dBA.

TABS

Input-real-default=0.0. Absolute temperature conversion. For example, set to 273.16 when specifying temperatures in Celsius, or set to 459.69 when specifying temperatures in Fahrenheit.

SIGMA

Input-real-default=0.0. The Stefan-Boltzmann constant. Used to compute radiant heat flux.

ADPTINDX

Input-integer-default=-1. P-version analysis adaptivity index.

ADPTEXIT

Output-logical-default=FALSE. Set to TRUE if this is the final.

BSKIP

Input-logical-default=TRUE. Pre-buckling subcase skip flag. If TRUE, skip the first subcase in CASECC.

FREQWA

Input-real-default=0.0. Parameter for electromagnetic analysis.

BTBRS

Input-real-default=0.0. Parameter for electromagnetic analysis.

LANGLE

Input-integer-default=1. Large rotation calculation method:

OMID

1

Gimbal angle

2

Rotation vector

Input-character-default=‘NO’ Material output coordinate system flag. If OMID=‘YES,’stresses, strains, and forces are output in the material coordinate system of CQUAD4, CTRIA3, CQUAD8, and CTRIA6 elements.

Remarks: 1. Any output can be purged. 2. CSTM can be purged if no coordinate systems are referenced, or if stresses and/or forces are not requested. 3. MPT and EST can be purged if there are no requests for element stresses, strains, or forces. 4. DIT can be purged if no stress or force requests are present or if no temperature dependent materials are referenced.

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5. SDR2 can also process p-set matrices (UP, QP, and PP instead of UG, QG, and PG) as long as EQDYN and SILD are specified. Otherwise, SILD can be purged. 6. ETT can be purged if no thermal loading exists, or there are no requests for stresses or forces. 7. EDT can be purged if there are no element requests for forces or stresses, or if there are no enforced element deformations in the problem. 8. BGPDT can be purged if all displacement (global) coordinate systems are in the basic coordinate system and if there are no requests for element stresses, strains, or forces exist. However, PUG is not computed. 9. LAMA or CLAMA cannot be purged if an eigenvalue or frequency response problem exists. 10. EQEXIN and XYCDB can be purged.

SDRCOMP Calculates laminar stresses Calculates laminar stresses, or strains, and failure indices in composite elements.

Format: SDRCOMP

CASECC,MPT,EPT,ETT,EST,OES1A,OEF1A,DIT,BGPDT,PCOMPT/ OES1C,OEFIT,OEF1AA,OESRT/ STRNFLG/DESOPT/LOADFAC/SRCOMPS $

Input Data Blocks: CASECC

Table of Case Control command images

MPT

Table of Bulk Data entry images related to material properties

EPT

Table of Bulk Data entry images related to element properties

ETT

Element temperature table

EST

Element summary table

OES1A

Table of element strain/curvatures in SORT1 format for the composite elements only

OEF1A

Table of element forces in SORT1 format for the composite elements only

DIT

Table of TABLEij Bulk Data entry images

BGPDT

Basic grid point definition table

PCOMPT

Table containing LAM option input and expanded information from the PCOMP Bulk Data entry

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Output Data Blocks: OES1C

Table of composite element stresses or strains in SORT1 format

OEFIT

Table of composite element failure indices

OEF1AA

Table of element forces in SORT1 format for the non-composite elements only

OESRT

Table of composite element strength ratios

Parameters: LSTRN

Input-integer-default=0. Laminar strain flag. 0

Compute laminar stresses

1

Compute laminar strains

DESOPT

Input-integer-default=0. Non-composite element force flag. If set to 1, the non-composite element forces are extracted from OEF1A and copied to OEF1AA.

LOADFACR

Input-real-default=0.0. Load factor in nonlinear static analysis.

SRCOMPS

Input-character-default=’NO’ Flag to request output table of ply strength ratios (OESRT).

Remarks: 1. ETT can be purged. However, temperature effects are not included. 2. OEF1AA can be purged if DESOPT=0. 3. LOADFACR is required only for including its value in the header record of OES1C for nonlinear static analysis. This is necessary for proper processing by the DBC module.

SDRX Modifies CBAR, CBEAM and CBEND element results Modifies CBAR, CBEAM and CBEND element forces, stresses, and strains due to CBARAO and PLOAD1 Bulk Data entries. Also computes intermediate station output. Applicable to static and normal modes analysis only.

Format: SDRX

1-82

CASECC,OEF1,OES1,GEOM2,GEOM3,EST,CSTM,MPT,DIT,BGPDT, OSTR1/ OEF1X,OES1X,OSTR1X/ S,N,NOXOUT/ICAM $

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Input Data Blocks: CASECC

Table of Case Control command images

OEF1

Table of element forces in SORT1 format

OES1

Table of element stresses in SORT1 format

GEOM2

Table of Bulk Data entry images related to element connectivity and scalar points

GEOM3

Table of Bulk Data entry images related to static and thermal loads

EST

Element summary table

CSTM

Table of coordinate system transformation matrices

MPT

Table of Bulk Data entry images related to material properties

DIT

Table of TABLEij Bulk Data entry images

BGPDT

Basic grid point definition table

OSTR1

Table of element strains in SORT1 format

Output Data Blocks: OEF1X

Table of displacements in SORT1 format for view grids

OES1X

Table of element stresses in SORT1 format updated for PLOAD1 loads and intermediate station output

OSTR1X

Table of element strains in SORT1 format augmented with strains for 1-D elements

Parameter: NOXOUT

ICAM

Output-integer-no default. SDRX update flag. 0

OEF1X, OES1X, and OSTR1X are updated

-1

OEF1X, OES1X, and OSTR1X are not updated Input-Integer-Default=0 When set to 1, process all constraint and attachment modes

Example: Excerpt from subDMAP SEDRCVR: SDRX CASEDR,OEF1,OES1,GEOM2S,GEOM3S,EST,CSTMS,MPTS,DIT,BGPDTS,OSTR1/ OEF1X,OES1X,OSTR1X/S,N,NOXOUT $ EQUIVX OEF1/OEF1X/NOXOUT $

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EQUIVX EQUIVX

OES1/OES1X/NOXOUT $ OSTR1/OSTR1X/NOXOUT $

SOLVIT Iterative solver Solves the matrix equation [A] [X] = ± [B] for [X] using a preconditioned conjugate gradient method.

Format for global non-p-version solution: SOLVIT

A,B,XS,PC,USET,KGG,GM,SIL,EQEXIN,EDT,CASECC,EQMAP/ X,R,PC1,EPSSE/ SIGN/ITSOPT/ITSEPS/ITSMAX/IPAD/IEXT/ADPTINDX/ NSKIP/MSGLVL/PREFONLY/S,N,ITSERR/SEID $

Format for global p-version solution: SOLVIT

A,B,XS,PS,USET,USET0,SIL0,SIL,EQEXIN,EDT,CASECC, EQMAP/ X,R,PG,EPSSE/ SIGN/ITSOPT/ITSEPS/ITSMAX/IPAD/IEXT/ADPTINDX/ NSKIP/MSGLVL/PREFONLY/S,N,ITSERR/SEID $

Input Data Blocks: A

Square matrix (real or complex, symmetric or unsymmetric)

B

Rectangular matrix (real or complex), the right-hand side

XS

Optional starting vector, same type as B (can be purged)

PC

Optional stepwise preconditioner, same type as A (can be purged.

USET

Degree-of-freedom set membership table. See Remark 3.

KGG

Stiffness matrix - g-set. See Remark 3.

GM

Multipoint constraint transformation matrix. See Remark 3.

USET0

USET table from previous adaptivity index in p-version analysis

SIL

Scalar index list

SIL0

SIL table from previous adaptivity index in p-version analysis

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers. Required for p-version preconditioning only.

EDT

Table of Bulk Data entry images related to element deformation, aerodynamics, p-element analysis, divergence analysis, and the iterative solver.

CASECC

Table of Case Control command images. Required if SMETHOD Case Control command is used and NSIP=-1.

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EQMAP

Table of degree-of-freedom global-to-local maps for domain decomposition

Output Data Blocks: X

Solution matrix. Rectangular matrix having the same dimensions and type as [B].

R

Residual matrix. Rectangular matrix having the same dimensions and type as [B], the residual [R] = [B] - [A][X].

PC1

Updated stepwise preconditioner matrix. See Remark 6.

EPSSE

Table of epsilon and external work

Parameters: SIGN

Input-integer-default = 0. Sign flag for [B]. 0 : + [B] 1 : - [B]

ITSOPT

Input-integer-default = 0. Preconditioner flag. 0

Choose optimal method based on type of problem: ITSOPT Type of problem 6 p-version and real [A] and [B] 10 complex [A] and/or [B] 11 non p-version and real [A] and [B]

1

Jacobi preconditioning (default) for real, complex, symmetric and unsymmetric A

2

Incomplete Cholesky preconditioning or user-given preconditioner

3

Reduced incomplete Cholesky preconditioning. preconditioner (available for real symmetric A only)

4

User supplied for real, complex, symmetric A

5

Incomplete geometric, Jacobi hierarchic for real symmetric A

6

Complete geometric, Jacobi hierarchic for real symmetric A

7

Complete geometric, incomplete hierarchic for real symmetric A

10

Block incomplete Cholesky for well-conditioned real symmetric A (default for real A)

11

Block incomplete Cholesky for well-conditioned complex symmetric A (default for complex A)

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<0

Same as above with diagonal scaling

ITSEPS

Input-real-default = 1.0E-6. Convergence parameter epsilon.

ITSMAX

Input-integer-default = 0. Maximum number of iterations. The default value implies N/4 (N = dimension of [A]).

IPAD

Input-integer-default = 0 (see table below). Padding level for reduced or block incomplete Cholesky factorization (0, 1, 2, ...). See Remarks 1 and 2. See also .

IPAD default

Method

ITSOPT

Model type

Type of [A]

0

Reduced incomplete Cholesky

3

all

real

2

Block incomplete Cholesky

10,11

3-D

real

3

Block incomplete Cholesky

10,11

2-D or mixed

real

5

Block incomplete Cholesky

10,11

all

complex

IEXT

Input-integer-default = 0. Extraction level in reduced or block incomplete Cholesky factorization. See Remarks 1 and 2. See also .

IPAD default

Reduced

Block

0

0 solid bodies, no rigid elements.

Requires USET and SIL

1

1 shells only

Heuristic block structure (default)

2

2 mixed including rigid elements

N/A

ADPTINDX

Input-integer-default=0. P-version analysis adaptivity index. See Remark 7.

NSKIP

Input-integer-default=1. Record number of current subcase in CASECC and used only if the SMETHOD command selects the ITER Bulk Data entry which specifies values for the desired iteration parameters. If NSKIP=-1, CASECC is not required and the values are taken from the module specification of the values.

MSGLVL

Input-integer-default=0. Message level output. See .

PREFONLY

1-86

0

Minimal; that is, UIM 6447 (default)

1

UIM 6447, convergence ratios, and residual norms Input-integer-default=0. Preface execution only. If set to -1, SOLVIT is terminated after the preface information is computed and printed.

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ITSERR

SEID

Output-integer-default=0. Iterative solver return code. 1

No convergence

2

Insufficent memory

Input-integer-default=0. Superelement identification number.

Remarks: 1. If ITSOPT = 3, UGS recommends that the IPAD level is 0, 1, or 2 (IEXT = 0) and should be increased when IEXT is increased. 2. The amount of memory needed for ITSOPT = 3, 10, and 11 increases with the increase of the parameters IPAD and IEXT. 3. For ITSOPT = 1 or 2, the input data blocks USET, KGG, and GM can be purged. For ITSOPT = 3, USET must be specified. KGG and GM are necessary only if IEXT = 2. 4. If the message “ *** USER FATAL MESSAGE 6288 (SITDRV): UNABLE TO CONVERGE WITH ITERATIVE METHOD” is issued, the results are still printed but can be inaccurate. 5. The system cell SYSTEM (69) is equivalent to the SOLVE keyword and controls some special options for the module: SOLVE

Action

2

Suppresses the user information message at each iteration

8

Use alternative convergence criterion (less conservative than default)

6. If data block PC1 is specified, the CPU time increases slightly. 7. If SOLVIT is to be used for p-element analysis and ADPTINDX>1, XS and PC must be the solution matrix and pre-conditioner from the previous adaptivity p-level. Also, the USET and SIL from the previous p-level are specified for U and KGG and the USET and SIL from the current p-level are specified for GM and SIL. 8. For frequency response analysis with ITSOPT=10 or 11 (block incomplete Cholesky), IEXT=0 is not available and IEXT=1 is used automatically.

Examples: 1. Solve [A][X]=[B] with Jacobi pre-conditioning with convergence established at 1.E-4 and maximum allowed iterations at 55 specified for the module parameters. SOLVIT

A,B,,,,,,,,,/X,,//1/1.E-4////-1 $

2. Same as 1 except parameters are obtained from the SMETHOD command and ITER entry. SOLVIT

A,B,,,,,,,,EDT,CASECC/X,, $

3. Same as 2 except for p-version analysis. DBVIEW SIL0

= SILS

(WHERE PVALID=PVALOLD) $

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DBVIEW UL0 = UL (WHERE PVALID=PVALOLD) $ DBVIEW USET0 = USET (WHERE PVALID=PVALOLD) $ DBVIEW PRECON0 = PRECON (WHERE PVALID=PVALOLD) $ SOLVIT KLL,PLI,UL0,PRECON0,USET,USET0,SIL0,SILS, EQEXINS,EDT,CASES/ UL,RUL,PRECON///////ADPTINDX/NSKIP $

Format for element based solution: SOLVIT

KELM,PG,KDICT,SIL,ECT,BGPDT,CSTM,EDT,CASECC,USETB,RG,MPT, YGB,SLT,MDICT,MELM,EPT,CNELM,ELCNST,ELCTST/UGV1,QG1,/V,Y,ISIGN/V,Y,IOPT/ S,N,ITSEPS/V,Y,ITSMAX/V,Y,IPAD/V,Y,IEXT//NSKIP/V,Y,IMSGFL/ V,Y,IDEBUG/V,Y,IERROR $

Input Data Blocks: KELM

Element stiffness matrix

PG

Load vector in g set

KDICT

Element stiffness dictionary

SIL

Scalar index list

ECT

Element connectivity table

BGPDT

Basic grid point data table

CSTM

Coordinate system transformation matrix

EDT

Element data table

CASECC

Case control command images

USETB

Degree-of-freedom set membership table

RG

Constraint matrix in g set

MPT

Material property table

YGB

Specified non-zero displacements in g set

SLT

Static load table

MDICT

Mass dictionary

MELM

Element mass matrix

EPT

Element property table

CNELM

Glue element definition

ELCNST

Element normal stiffness

ELCTST

Element tangential stiffness

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Output Data Blocks: UGV1

Displacements - g set

QG1

SPC forces - g set

Parameters: ITSEPS

Input-real-default = 1.0E-6. Convergence parameter epsilon.

ITSMAX

Input-integer-default = 1000. Maximum number of iterations.

ITSERR

Output-integer-default = 0. Iterative solver return code.

XYTRAN Creates table of plot instructions for x-y plots

Format for SDR2 Outputs: XYTRAN

XYCDB,OPG2,OQG2,OUG2,OES2,OEF2,OSTR2,OQMG2/ XYPLOT/ APP/XYSET/S,N,PLTNUM/S,N,CARDNO/S,N,NOXYPLOT/ S,N,TABID $

Format for RPSEC Outputs: XYTRAN

XYCDB,OXRESP,,,,,,/ XYPLOT/ ’RSPEC’/XYSET/S,N,PLTNUM/S,N,CARDNO/S,N,NOXYPLOT/ S,N,TABID $

Format for MODEPOUT Outputs: XYTRAN

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Format for VDR Outputs: XYTRAN

XYCDB,OUXY2,OPNL2,,,,,/ XYPLOT/ APP/XYSET/S,N,PLTNUM/S,N,CARDNO/S,N,NOXYPLOT/ S,N,TABID $

Format for RANDOM Outputs: XYTRAN

XYCDB,PSDF/AUTO,,,,,/ XYPLOT/ APP/XYSET/S,N,PLTNUM/S,N,CARDNO/S,N,NOXYPLOT/ S,N,TABID $

Input Data Blocks: XYCDB

Table of x-y plotting commands

PSDF

Power spectral density table

AUTO

Autocorrelation function table

OVG

Table of aeroelastic x-y plot data for V-g or V-f curves

OXRESP

Table of response spectra in SORT2 format

OUXY2

Table of displacements in SORT2 format for h-set or d-set.

OPNL2

Table of nonlinear loads in SORT2 format for the h-set or d-set.

OFMPF2M

Table of fluid mode participation factors by normal mode.

OFMPF2E

Table of fluid mode participation factors by excitation frequencies.

OSMPF2M

Table of structure mode participation factors by normal mode.

OSMPF2E

Table of structure mode participation factors by excitation frequencies.

OPMPF2M

Table of panel mode participation factors by normal mode.

OPMPF2E

Table of panel mode participation factors by excitation frequencies.

OLMPF2M

Table of load mode participation factors by normal mode.

OLMPF2E

Table of load mode participation factors by excitation frequencies.

OGMPF2M

Table of grid mode participation factors by normal mode.

OGMPF2E

Table of grid mode participation factors by excitation frequencies.

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Output Data Blocks: XYPLOT

Table of x-y plot control values

Parameters: APP

XYSET

Input-character-default=‘TRANRESP’ Analysis type.Allowable values are: ‘REIGEN’

Normal modes

‘FREQRESP’

Frequency response

‘TRANRESP’

Transient response

‘CEIGEN’

Complex eigenvalues

‘VG’

Aeroelastic V-g or V-f data

‘CONTACT’

Slideline contact

‘RANDOM’

Process all random results excluding acoustic modal ’RANDOM’ participation factor outputs from MODEPOUT.

‘RANDMPF’

Process only MODEPOUT outputs.

‘SET1’

Abscissa points are specified on SET1 Bulk Data entries

‘RSPEC’

Response spectra

Input-character-default=‘SOL’ Degree-of-freedom set type. ‘SOL’

Solution set (d-set or h-set)

‘DSET’

d-set

‘HSET’

h-set

‘PSET’

p-set

PLTNUM

Input/output-integer-default=0. Plot frame counter.

CARDNO

Input/output-integer-default=0. Punch file line counter. CARDNO is incremented by one for each line written to the punch file and is also written into columns 73-80 of each line.

NOXYPLOT

Output-integer-default=1. Set to 1 if XYPLOT is created; -1 otherwise.

TABID

Input/output-integer-default=0. TABLED1 punch flag. If IDTAB is greater than zero, all requests for XYPUNCH produce TABLED1 Bulk Data entries for the curve. The table identification number starts at TABID and increases by one for each table punched.

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Remarks: 1. OFPi2 can be element stresses, displacements, element forces, single-point forces of constraint, applied loads, slideline contact stresses, nonlinear loads in p-set, h-set, or d-set. 2. OFPi2 can be specified in any order. 3. If APP=‘RAND‘, PSDF and AUTO must be specified. 4. If APP=‘RSPEC,’OXRESP must be specified. 5. If APP=‘VG‘, OVG must be specified.

Examples: 1. Modal frequency response solution set (h-set) output: XYTRAN XYCDB,OUDVC2,,,,/XYPLTFA/‘FREQ‘/‘HSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NOPLT $

2. Direct transient response physical set (p-set) output: XYTRAN XYCDB,OPP2,OQP2,OUPV2,OES2,OEF2/XYPLTT/‘TRAN‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NOPLT $

3. Random response output: XYTRAN XYCDB,PSDF,AUTO,,,/XYPLTR/‘RAND‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NOPLTR $

4. Response spectra output: XYTRAN XYCDB,OXRESP,,,,/XYPLTSS/‘RSPEC‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NP/S,N,TABID $

5. Aerodynamic V-g curve output: XYTRAN XYCDB,OVG,,,,/XYPLTCE/‘VG‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NP $

6. Grid point output; that is, grid points on the abscissa: XYTRAN XYCDB,OPG2X,OQG2X,OUG2X,OES2X,OEF2X/XYPLTT/‘SET1‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NP $

7. Slideline contact output: XYTRAN XYCDBS,OESNLBP2,,,,/XYPLTB1/‘CONT‘/‘PSET‘/ S,N,PFILE/S,N,CARDNO/S,N,NOXYP $

1.2

New Modules

ADDVM Add a vector to each column of a matrix.

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Format: ADDVM

VEC,MAT/MATO/NCOL $

Input Data Blocks: VEC

Matrix containing the vector

MATI

Input matrix

Output Data Blocks: MATO

Output matrix

Parameters: NCOL

Input-integer. Column of VEC to be used.

BOLTFOR Calculates bolt forces from preload

Format: BOLTFOR

CASECC,BGPDT,CSTM,GEOM3,ECT,EDT,SIL/ BTFG,EBOLT/NSKIP/S,N,LUSET/S,N,NBOLTS $

Input Data Blocks: CASECC

Table of case control command images.

BGPDT

Basic grid point definition table.

CSTM

Table of coordinate system transformation matrices.

GEOM3

Table of Bulk Data entry images related to static and thermal loads.

ECT

Element connectivity table.

EDT

Element data table.

SIL

Scalar index list.

Output Data Blocks: BTFG

Bolt load vector applied to the g-set.

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Updated and New DMAP Modules

Table of element ids of bolt elements.

Parameters: NSKIP

Input-integer-no default. Record number in CASECC corresponding to the first subcase of the current boundary condition.

LUSET

Integer-input-no default. Number of degrees of freedom in the g-set.

NBOLTS

Output-integer-no default. Number of bolts defined to be preloaded.

BOLTSF Calculates bolt strain force

Format: BOLTSF

CASECC,BGPDT,CSTM,GEOM3,ECT,EPT,MPT,EDT,SILUG/ BTSFG/NSKIP $

Input Data Blocks: CASECC

Table of case control command images.

BGPDT

Basic grid point definition table.

CSTM

Table of coordinate system transformation matrices.

GEOM3

Table of Bulk Data entry images related to static and thermal loads.

ECT

Element connectivity table.

EPT

Element property table

MPT

Material property table

EDT

Element data table.

SIL

Scalar index list.

UG

Displacements due to bolt preload forces in the g-set

Output Data Blocks: BTSFG

1-94

Bolt force vector due to initial strain applied to the g-set

NX Nastran 5 DMAP Updates and Additions

Updated and New DMAP Modules

Parameters: NSKIP

Input-integer-no default. Record number in CASECC corresponding to the first subcase of the current boundary condition.

DDR2N Computes displacements due to the new method of mode acceleration Improves accuracy of modal transient or frequency response displacements by computing displacements due to the new method of mode acceleration.

Format: DDR2N

UHF,KHH,BHH,MHH,PHDH,OL,CONMODS,YS, EAMACC,EAMVEL,EAMDIS,LDATTMOD,PFFTAB/ UD1/ APP $

Input Data Blocks: UHF

Solution matrix for the h-set. Displacements only in frequency response. Displacements, velocities, and accelerations in transient response.

KHH

Stiffness matrix for the h-set

BHH

Damping matrix for the h-set

MHH

Mass matrix for the h-set

PHDH

Mode shape matrix for (d-set) – (e-set)

OL

Transient response time output list or frequency response frequency output list

CONMODS Constraint modes

YS

Enforced motion

EAMACC

Equivalent mass attachment modes

EAMVEL

Equivalent viscous damping attachment modes

EAMDIS

Equivalent structural damping attachment modes

LDATTMOD Load attachment modes PFFTAB

Table values for applied loads

NX Nastran 5 DMAP Updates and Additions

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Updated and New DMAP Modules

Output Data Blocks: UD1

Solution matrix for the d-set

Parameters: APP

Input-character-no default. Analysis type. ‘TRAN’: transient response ‘FREQ’: frequency response

Remarks: 1. The solution matrix, UD1, may be used to improve the data recovery output; such as, stress, strain, and so on. 2. UHF, KHH, MHH, PHDH and OL cannot be purged. 3. CONMODS and YS cannot be purged if enforced motion exists.

Method: The dynamic equations of motion can be written as

Equation 1-3. where

= mass, viscous damping, stiffness, and structural damping matrices.

uf = absolute displacements of the f-set dof = effective external forces in which Pf = loads applied to the f-set dof us = enforced motion applied to the s-set dof The displacements can be calculated by rewriting equation 1-3 into the following format:

Equation 1-4. Velocities and accelerations are still recovered directly from the normal modes responses as:

1-96

NX Nastran 5 DMAP Updates and Additions

Updated and New DMAP Modules

Equation 1-5.

Equation 1-6. = matrix of normal modes

where

= matrix of constraint modes of enforced motion dof = = vector of modal velocities = vector of modal accelerations Substituting equations 1-5 and 1-6 into equations 1-4, displacements can be calculated by:

Equation 1-7. where

= =

matrix of attachment modes due to applied forces = matrix of equivalent mass attachment modes

= =

matrix of equivalent viscous damping attachment modes

= =

matrix of equivalent structural damping attachment modes

= Ω= =

diagonal matrix of m-th natural frequency

m= c=

=

(in general, not diagonal)

(in general, not diagonal)

NX Nastran 5 DMAP Updates and Additions

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Chapter 1

If rigid body modes exist, the responses can be calculated by including the rigid body motion into equation 1-7,

term where

= matrix of rigid body modes

= modal displacements of rigid body modes.

EMR Assemble the Lagrange multiplier partitions into KGG for the Lagrange rigid elements.

Format: EMR

GEOM4,EQEXIN,SIL,BGPDT,CSTM,KGGBL/KGG/LMFACT/NROWS $

Input Data Block: GEOM4

Table of Bulk Data entry images related to constraints, degree-of-freedom membership and rigid element connectivity.

EQEXIN

Equivalence table between external and internal grid/scalar identification numbers.

SIL

Scalar index list.

BGPDT

Basic grid point definition list.

CSTM

Table of coordinate system transformation matrices.

KGGPL

Stiffness matrix in G-set before Lagrange Multiplier partition inclusions.

Output Data Block: KGG

Assembled stiffness matrix in G-set.

Parameter: LMFACT

Input-real-default = 1.0. Lagrange multiplier.

NROWS

Input-integer-no default. Number of rows in G-set.

GP1LM Add Lagrange rigids to geom2 table

1-98

NX Nastran 5 DMAP Updates and Additions

Updated and New DMAP Modules

Format: GP1LM

GEOM2,GEOM4/GEOMN/SEID/NUMLM $

Input Data Blocks: GEOM2

Table of Bulk Data entry images related to element connectivity and scalar points

GEOM4

Table of Bulk Data entry images related to constraints, degree-of-freedom membership and rigid element connectivity

Output Data Blocks: GEOM2N

Updated GEOM2 TABLE

Parameters: SEID

Input-integer. Superelement identification number.

NUMLM

Output – integer. Number of Lagrange multipliers.

LRFORCE Takes Lagrange rigid forces from the displacement vector and stores them in the MPC force vector.

Format: LRFORCE

UG,KDICT,KELM/QMX/LMFACT/NOLM $

Input Data Blocks: UG

Displacements in G set

KDICT

KELM dictionary table

KELM

Table of element matrices for stiffness.

Output Data Blocks: QMX

M set constraint forces

Parameter: LMFACT

Real, LM scaling factor

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Chapter 1

NOLM

Updated and New DMAP Modules

Integer, Number of LM

NXNRFI Creates a RecurDyn Flex Input (RFI) file for a superelement. Creates a RecurDyn Flex Input (RFI) file for a superelement. The output is based on the definitions in the RECURDYNRFI case control command and the DTI,UNITS bulk data entry.

Format: NXNRFI

UNITS,CASES,BGPDTS,GEOM2,GEOM4,USET,LAMA,PHIG, MGGDIAG,PCDB,OGPWG,OGSR1,OGSTRR1,CSTMS// SEID/FLXONL/FLXERR/WTMASS/GRDPNT $

Input Data Blocks: UNITS

UNITS data block from the DTI,UNITS bulk data entry

CASES

Case Control table associated with superelement

BGPDTS

Basic Grid Point Definition Table associated with superelement

GEOM2

Table of Bulk Data entries related to element connectivity

GEOM4

Table of Bulk Data entries related to constraints

USET

Table of degree-of-freedom sets

LAMA

Eigenvalue summary table for superelement

PHIG

Matrix of eigenvectors (g-set size) corresponding to LAMA

MGGDIAG

Column vector of diagonal values from superelement mass matrix (g-set size)

PCDB

Plot Control Data Block from OUTPUT(PLOT) case control

OGPWG

Output table of Grid Point Weight Generator of superelement

OGSR1

Output table of grid point stresses of superelement

OGSTRR1

Output table of grid point strains of superelement

CSTMS

Coordinate System Transformation Matrices for superelement

Parameters: SEID

1-100

Input-integer-default=0. Superelement ID number (0 for residual-only analysis).

NX Nastran 5 DMAP Updates and Additions

Updated and New DMAP Modules

FLXONL

Output-integer-no default. Value of FLEXONLY keyword from RECURDYNRFI case control command. Options are: 0: Continue with solution of residual structure 1: Do not perform solution of residual structure

FLXERR

Output-integer-no default. Error flag. Options are: 0: No error 1: Error occurred creating RFI. Terminate processing.

WTMASS

Input-real-default=1.0. Value of WTMASS parameter from PARAM,WTMASS,value.

GRDPNT

Input-integer-default=-1. Value of GRDPNT parameter from PARAM,GRDPNT,value.

Remarks: The RFI naming convention is as follows: ‘jid_SEID.rfi’, where jid is the “job ID” of the run (that is, the name of the job input file) and SEID is the superelement ID number (that is, the SEID parameter). The location of the created RFI is the same as the jid.f06 file.

NX Nastran 5 DMAP Updates and Additions

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Chapter

2

2.1

Updated and New Datablocks

Updated Datablocks

CASECC Case control information Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

Record 1 – REPEAT Word

Name

Type

Description

1

SID

I

Subcase identification number

2

MPCSET

I

Multipoint constraint set (MPC)

3

SPCSET

I

Single point constraint set (SPC)

4

ESLSET

I

External static load set (LOAD)

5

REESET

I

Real eigenvalue extraction set (METHOD(STRUCTURE))

6

ELDSET

I

Element deformation set (DEFORM)

7

THLDSET

I

Thermal load set (TEMP(LOAD))

8

THMATSET

I

Thermal material set TEMP(MAT or INIT)

9

TIC

I

Transient initial conditions (IC)

10

NONPTSET

I

Nonlinear load output set (NLLOAD)

11

NONMEDIA

I

Nonlinear load output media (NLLOAD)

12

NONFMT

I

Nonlinear load output format (NLLOAD)

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Word

Name

Type

Description

13

DYMLDSET

I

Dynamic load set (DLOAD)

14

FEQRESET

I

Frequency response set (FREQUENCY)

15

TFSET

I

Transfer function set (TFL)

16

SYMFLG

I

Symmetry flag (SYMSEQ and SUBSEQ)

17

LDSPTSET

I

Load output set (OLOAD)

18

LDSMEDIA

I

Load output media (OLOAD)

19

LDSFMT

I

Load output format (OLOAD)

Word

Name

Type

Description

20

DPLPTSET

I

Displ., temp., or pressure output set (DISP,THERM,PRES)

21

DPLMEDIA

I

Displ., temp., or pressure output media (DISP,THERM,PRES)

22

DPLFMT

I

Displ., temp., or pressure output format (DISP,THERM,PRES)

23

STSPTSET

I

Stress output set (STRESS)

24

STSMEDIA

I

Stress output media (STRESS)

25

STSFMT

I

Stress output format (STRESS)

26

FCEPTSET

I

Force (or flux) output set (FORCE or FLUX)

27

FCEMEDIA

I

Force (or flux) output media (FORCE or FLUX)

28

FCEFMT

I

Force (or flux) output format (FORCE or FLUX)

29

ACCPTSET

I

Acceleration (or enthalpy delta) output set (ACCEL or HDOT)

30

ACCMEDIA

I

Acceleration (or enthalpy delta) output media (ACCE, HDOT)

31

ACCFMT

I

Acceleration (or enthalpy delta) output format (ACCE, HDOT)

32

VELPTSET

I

Velocity (or enthalpy) output set (VELOCITY or ENTHALPY)

2-2

NX Nastran 5 DMAP Updates and Additions

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Word

Name

Type

Description

33

VELMEDIA

I

Velocity (or enthalpy) output media (VELOCITY) or ENTHALPY)

34

VELFMT

I

Velocity (or enthalpy) output format (VELOCITY) or ENTHALPY)

35

FOCPTSET

I

Forces of single-point constraint output set (SPCFORCE)

36

FOCMEDIA

I

Forces of single-point constraint output media (SPCFORCE)

37

FOCFMT

I

Forces of single-point constraint output format (SPCFORCE)

38

TSTEPTRN

I

Time step set for transient analysis (TSTEP)

39

TITLE(32)

CHAR4

Title character string (TITLE)

Word

Name

Type

Description

71

SUBTITLE(32)

CHAR4

Subtitle character string (SUBTITLE)

103

LABEL(32)

CHAR4

LABEL character string (LABEL)

135

STPLTFLG

I

Model plot flag: set to 1 if OUTPUT(PLOT) is specified

136

AXSYMSET

I

Axisymmetric set (AXISYMMETRIC)

137

NOHARMON

I

Number of harmonics to output (HARMONICS)

138

TSTRV

I

Need definition

139

K2PP(2)

CHAR4

Name of direct input (p-set) stiffness matrix (K2PP)

141

M2PP(2)

CHAR4

Name of direct input (p-set) mass matrix (M2PP)

143

B2PP(2)

CHAR4

Name of direct input (p-set) damping matrix (B2PP)

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Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

145

OUTRESPV

I

Output frequencies or times (OFREQ or OTIME)

146

SEDR

I

Data recovery superelement list (SEDR)

147

FLDBNDY

I

Fluid boundary element selection (MFLUID)

148

CEESET

I

Complex eigenvalue extraction set (CMETHOD)

149

DAMPTBL

I

Structural damping table set (SDAMP(STRUCT)

151

SSDSET

I

Solution set displacements output set (SDISP)

152

SSDMEDIA

I

Solution set displacements output media (SDISP)

153

SSDFMT

I

Solution set displacements output format (SDISP)

154

SSVSET

I

Solution set velocities output set (SVELO)

155

SSVMEDIA

I

Solution set velocities output media (SVELO)

156

SSVFMT

I

Solution set velocities output format (SVELO)

157

SSASET

I

Solution set accelerations output set (SACCE)

158

SSAMEDIA

I

Solution set accelerations output media (SACCE)

159

SSAFMT

I

Solution set accelerations output format (SACCE)

Word

Name

Type

Description

160

NONLINLD

I

Nonlinear load set in transient problems (NONLINEAR)

161

PARTIT

I

Partitioning set (PARTN)

162

CYCLIC

I

Symmetry option in cyclic symmetry (DSYM)

2-4

NX Nastran 5 DMAP Updates and Additions

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Word

Name

Type

Description

163

RANDOM

I

Random analysis set (RANDOM)

164

NONPARAM

I

Nonlinear static analysis control parameters (NLPARM)

165

FLUTTER

I

Flutter set (FMETHOD)

166

LCC

I

Number of words in this record up to LSEM

167

GPFSET

I

Grid point force output set (GPFORCE)

168

GPFMEDIA

I

Grid point force output media (GPFORCE)

169

GPFFMT

I

Grid point force output format (GPFORCE)

170

ESESET

I

Strain energy output set (ESE)

171

ESEMEDIA

I

Strain energy output media (ESE)

172

ESEFMT

I

Strain energy output format (ESE)

173

ARFPTSET

I

Aerodynamic force output set (AEROF)

174

ARFMEDIA

I

Aerodynamic force output media (AEROF)

175

ARFFMT

I

Aerodynamic force output format (AEROF)

176

SEID

I

Superelement ID (SUPER)

177

LCN

I

Load column number (SUPER)

178

GUST

I

Gust load selection (GUST)

179

SEFINAL

I

Final Superelement ID (SEFINAL)

Word

Name

Type

Description

180

SEMG

I

Generate matrices (K,M,B,K4) for superelement set or ID (SEMG)

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Chapter 2

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Word

Name

Type

Description

181

SEKR

I

Reduce stiffness matrix (K) for superelement set or ID (SEKR)

182

SELG

I

Generate static loads for superelement set or ID (SELG)

183

SELR

I

Reduce static loads for superelement set or ID (SELR)

184

SEEX

I

Superelement set or ID to be excluded (SEEXCLUDE)

185

K2GG(2)

CHAR4

Name of direct input (g-set) stiffness matrix (K2GG)

187

M2GG(2)

CHAR4

Name of direct input (g-set) stiffness matrix (M2GG)

189

B2GG(2)

CHAR4

Name of direct input (g-set) stiffness matrix (B2GG)

191

SVSET

I

Solution eigenvector output set (SVECTOR)

192

SVMEDIA

I

Solution eigenvector output media (SVECTOR)

193

SVFMT

I

Solution eigenvectors output format (SVECTOR)

194

FLUPTSET

I

Fluid pressure output set (MPRES)

195

FLUMEDIA

I

Fluid pressure output media (MPRES)

196

FLUFMT

I

Fluid pressure output format (MPRES)

197

HOUT(3)

I

Cyclic symmetry harmonic output (HOUTPUT)

Word

Name

Type

Description

200

NOUT(3)

I

Cyclic symmetry physical output (NOUTPUT)

203

P2G(2)

CHAR4

Name of direct input (g-set) static loads matrix (P2G)

2-6

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

205

LOADSET

I

Sequence of static loads sets (LOADSET)

206

SEMR

I

Generate matrices (M,B,K4) for superelement set or ID (SEMG)

207

VONMISES

I

von Mises fiber (STRESS)

208

SECMDFLG

I

Superelement command existence flag

209

GPSPTSET

I

Grid point stress output set (GPSTRESS)

210

GPSMEDIA

I

Grid point stress output media (GPSTRESS)

211

GPSFMT

I

Grid point stress output format (GPSTRESS)

212

STFSET

I

Grid point stress field output set (STRFIELD)

213

STFMEDIA

I

Grid point stress field output media (STRFIELD

214

STFFMT

I

Grid point stress field output format (STRFIELD)

215

CLOAD

I

Superelement static load combination set (CLOAD)

216

SET2ID

I

Old design sensitivity contraint and variable set (SET2)

217

DSAPRT

I

Old design sensitivity analysis print option (SENSITY)

218

DSASTORE

I

Old design sensitivity analysis store option (SENSITY)

219

DSAOUTPT

I

Old design sensitivity analysis OUTPUT4 option (SENSITY)

Word

Name

Type

Description

220

STNSET

I

Strain output set (STRAIN)

221

STNMEDIA

I

Strain output media (STRAIN)

222

STNFMT

I

Strain output format (STRAIN)

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Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

223

APRESS

I

Aerodynamic pressure output set (APRESSURE)

224

TRIM

I

Aerostatic trim variable constrain set (TRIM)

225

MODLIST

I

Output modes list set (OMODES)

226

REESETF

I

Real eigenvalue extraction set for fluid (METHOD(FLUID))

227

ESDPTSET

I

Element stress discontinuity output set (ELSDCON)

228

ESDMEDIA

I

Element stress discontinuity output media (ELSDCON)

229

ESDFMT

I

Element stress discontinuity output format (ELSDCON)

230

GSDPTSET

I

Grid point stress discontinuity output set (GPSDCON)

231

GSDMEDIA

I

Grid point stress discontinuity output media (GPSDCON)

232

GSDFMT

I

Grid point stress discontinuity output format (GPSDCON)

233

SEDV

I

Generate pseudo-loads for superelement set or identification number (SEDV)

234

SERE

I

Generate responses for superelement set or ID (SERESP)

235

SERS

I

Restart processing for superelement set or ID (SERS)

236

CNTSET

I

Slideline contact output set (BOUTPUT)

237

CNTMEDIA

I

Slideline contact output media (BOUTPUT)

238

CNTFMT

I

Slideline contact output format (BOUTPUT)

239

DIVERG

I

Aerostatic divergence control parameter set (DIVERG)

2-8

NX Nastran 5 DMAP Updates and Additions

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Word

Name

Type

Description

240

OUTRCV

I

P-element output control parameters (OUTRCV)

241

STATSUBP

I

Static subcase identification number for pre-load (STATSUB(PRELOAD))

242

MODESELS

I

Mode selection set identification number for the structure (MODESELECT)

243

MODESELF

I

Mode selection set identification number for the fluid (MODESELECT)

244

SOLNUM

I

Solution sequence number

245

ANLOPT

I

SOL 601 analysis option (106 or 129)

246

ADAPT

I

P-element adaptivity control parameter set (ADAPT)

247

DESOBJ

I

Design objective set (DESOBJ)

248

DESSUB

I

Design constraint set for current subcase (DESSUB)

249

SUBSPAN

I

Design constraint span set (DRSPAN)

250

DESGLB

I

Design constraint set for all subcases (DESGLB)

251

ANALYSIS

CHAR4

Type of analysis (ANALYSIS)

252

GPQSTRS

I

CQUAD4 grid point corner stress option (STRESS)

253

GPQFORC

I

CQUAD4 grid point corner force option (STRESS)

254

GPQSTRN

I

CQUAD4 grid point corner strain option (STRESS)

255

SUPORT1

I

Supported degree-of-freedom set (SUPORT1)

256

STATSUBB

I

Static subcase ID for buckling (STATSUB(BUCKLE))

257

BCID

I

Boundary condition ID (BC)

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Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

258

AUXMODEL

I

Auxiliary model ID (AUXMODEL)

259

ADACT

I

P-element adaptivity active subcase flag (ADACT)

Word

Name

Type

Description

260

DATSET

I

P-element output set (DATAREC)

261

DATMEDIA

I

P-element output media (DATAREC)

262

DATFMT

I

P-element output format (DATAREC)

263

VUGSET

I

View-grid and element output set (VUGRID)

264

VUGMEDIA

I

View-grid and element output media (VUGRID)

265

VUGFMT

I

View-grid and element output format (VUGRID)

266

MPCFSET

I

Forces of multipoint constraint output set (MPCFORCE)

267

MPCMEDIA

I

Forces of multipoint constraint output media (MPCFORCE)

268

MPCFFMT

I

Forces of multipoint constraint output format (MPCFORCE)

269

REUESET

I

Real unsymmetric eigenvalue extraction set (UMETHOD)

270

DAMPTBLF

I

Structural damping table set for the fluid (SDAMP(FLUID)

271

ITERMETH

I

Iterative solver control parameters (SMETHOD)

272

NLSSET

I

Nonlinear stress output set (NLSTRESS)

273

NLSMEDIA

I

Nonlinear stress output media (NLSTRESS)

2-10

NX Nastran 5 DMAP Updates and Additions

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Word

Name

Type

Description

274

NLSFMT

I

Nonlinear stress output format (NLSTRESS)

275

MODTRKID

I

Mode tracking control parameter set (MODTRAK)

276

DSAFORM

I

Design sensitivity output format: 1=yes,2=no (DSAPRT)

277

DSAEXPO

I

Design sensitivity output export: 1=no,2=yes (DSAPRT)

278

DSABEGIN

I

Design sensitivity output start iteration (DSAPRT)

279

DSAINTVL

I

Design sensitivity output interval (DSAPRT)

Word

Name

Type

Description

280

DSAFINAL

I

Design sensitivity output final iteration (DSAPRT)

281

DSASETID

I

Design sensitivity output set (DSAPRT)

282

SORTFLG

I

Overall SORT1/SORT2 flag: 1 means SORT1 and 2 means SORT2.

283

RANDBIT

I

Random analysis request bit pattern (DISP,VELO, and so on)

284

AECONFIG(2)

CHAR4

Aerodynamic configuration name

286

AESYMXY

I

Symmetry flag for aerodynamic xy plane

287

AESYMXZ

I

Symmetry flag for aerodynamic xz plane

288

UNDEF

None

289

UNDEF

None

290

UNDEF

None

291

GPEPTSET

I

Grid point strain output set (GPSTRAIN)

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Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

292

GPEMEDIA

I

Grid point strain output media (GPSTRAIN)

293

GPEFMT

I

Grid point strain output format (GPSTRAIN)

294

ESETHRSH

RS

Element strain energy threshold (ESE)

295

AECSSSET

I

Aerodynamic Control Surface Schedule (CSSCHD)

296

EKEPTSET

I

Element kinetic energy output set (EKE)

297

EKEMEDIA

I

Element kinetic energy media (EKE)

298

EKEFMT

I

Element kinetic energy format (EKE)

299

EKETHRSH

RS

Element kinetic energy threshold (EKE)

Word

Name

Type

Description

300

EDEPTSET

I

Element damping energy output set (EDE)

301

EDEMEDIA

I

Element damping energy media (EDE)

302

EDEFMT

I

Element damping energy format (EDE)

303

EDETHRSH

RS

Element damping energy threshold (EDE)

304

UNDEF

None

305

UNDEF

None

306

UNDEF

None

307

UNDEF

None

308

UNDEF

None

309

UNDEF

None

310

UNDEF

None

2-12

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

311

UNDEF

None

312

UNDEF

None

313

UNDEF

None

314

EFFMASET

I

Modal effective mass output set (MEFFMASS)

315

EFFMAGID

I

Modal effective mass GID (MEFFMASS)

316

EFFMATHR

RS

Modal effective mass threshold (MEFFMASS)

317

UNDEF

None

318

UNDEF

None

319

RCRSET

I

RCROSS output set

Word

Name

Type

Description

320

RCRFMT

I

RCROSS format

321

AEUXREF

I

AEUXREF

322

GCHK

I

Ground Check Flag (GROUNDCHECK)

323

GCHKOUT

I

Ground Check Output (GROUNDCHECK)

324

GCHKSET

I

Ground Check Set (GROUNDCHECK)

325

GCHKGID

I

Ground Check Gid (GROUNDCHECK)

326

GCHKTHR

RS

Ground Check Thresh (GROUNDCHECK)

327

GCHKRTHR

RS

Ground Check RThresh (GROUNDCHECK)

328

GCHKDREC

I

Ground Check Data recovery (GROUNDCHECK)

329

ASPCMED

I

Output Media Request (AUTOSPC)

Description

NX Nastran 5 DMAP Updates and Additions

2-13

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

330

ASPCEPS

RS

EPS value for fixup (AUTOSPC)

331

ASPCPRT

I

EPS value for printing (AUTOSPC)

332

ASPCPCH

I

Punch Set Id (AUTOSPC)

333

UNDEF(2)

None

335

NK2PP

I

Internal set id for K2PP

336

NM2PP

I

Internal set id for M2PP

337

NB2PP

I

Internal set id for B2PP

338

NK2GG

I

Internal set id for K2GG

339

NM2GG

I

Internal set id for M2GG

Word

Name

Type

Description

340

NB2GG

I

Internal set id for B2GG

341

NP2G

I

Internal set id for P2G

342

GEODSET

I

Geometry Check DISP Set identification number (GEOMCHECK)

343

GEODMXMN

I

Geometry Check DISP Max/Min (GEOMCHECK)

344

GEODOCID

I

Geometry Check DISP Max/Min Output Cor. Sys. (GEOMCHECK)

345

GEODNUMB

I

Geometry Check No. of DISP Max/Min Output (GEOMCHECK)

346

GEOLSET

I

Geometry Check OLOAD Set identification number (GEOMCHECK)

347

GEOLMXMN

I

Geometry Check OLOAD Max/Min (GEOMCHECK)

348

GEOLOCID

I

Geometry Check OLOAD Max/Min Output Cor. Sys. (GEOMCHECK)

2-14

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

349

GEOLNUMB

I

Geometry Check No. of OLOAD Max/Min Output (GEOMCHECK)

350

GEOSSET

I

Geometry Check SPCF Set identification number (GEOMCHECK)

351

GEOSMXMN

I

Geometry Check SPCF Max/Min (GEOMCHECK)

352

GEOSOCID

I

Geometry Check SPCF Max/Min Output Cor. Sys. (GEOMCHECK)

353

GEOSNUMB

I

Geometry Check No. of SPCF Max/Min Output (GEOMCHECK)

354

GEOMSET

I

Geometry Check MPCF Set identification number (GEOMCHECK)

355

GEOMMXMN

I

Geometry Check MPCF Max/Min (GEOMCHECK)

356

GEOMOCID

I

Geometry Check MPCF Max/Min Output Cor. Sys. (GEOMCHECK)

357

GEOMNUMB

I

Geometry Check No. of MPCF Max/Min Output (GEOMCHECK)

358

GEOASET

I

Geometry Check ACCE Set identification number (GEOMCHECK)

359

GEOAMXMN

I

Geometry Check ACCE Max/Min (GEOMCHECK)

Word

Name

Type

Description

360

GEOAOCID

I

Geometry Check ACCE Max/Min Output Cor. Sys. (GEOMCHECK)

361

GEOANUMB

I

Geometry Check No. of ACCE Max/Min Output (GEOMCHECK)

NX Nastran 5 DMAP Updates and Additions

2-15

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

362

GEOVSET

I

Geometry Check VELO Set identification number (GEOMCHECK)

363

GEOVMXMN

I

Geometry Check VELO Max/Min (GEOMCHECK)

364

GEOVOCID

I

Geometry Check VELO Max/Min Output Cor. Sys. (GEOMCHECK)

365

GEOVNUMB

I

Geometry Check No. of VELO Max/Min Output (GEOMCHECK)

366

NTFL

I

Internal set id for TFL

367

BCONTACT

I

BCONTACT Set identification number

368

GPKESET

I

Grid point kinetic energy output set (GPKE)

369

GPKEMEDI

I

Grid point kinetic energy media (GPKE)

370

GPKEFMT

I

Grid point kinetic energy format (GPKE)

371

ELMSUM

I

Element Summary Output (ELSUM)

372

WCHK

I

Weight Check Flag (WEIGHTCHECK)

373

WCHKOUT

I

Weight Check Output (WEIGHTCHECK)

374

WCHKSET

I

Weight Check Set identification number (WEIGHTCHECK)

375

WCHKGID

I

Weight Check GID (WEIGHTCHECK)

376

WCHKCGI

I

Weight Check CGI (WEIGHTCHECK)

377

WCHKWM

I

Weight Check Weight/Mass units (WEIGHTCHECK)

378

EXSEOUT

I

External Superelement Output items (EXTSEOUT)

2-16

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

379

EXSEMED

I

External Superelement output media (EXTSEOUT)

380

EXSEUNIT

I

External Superelement Unit (EXTSEOUT)

381

EXSERES1

I

External Superelement Reserved (EXTSEOUT)

382

EXSERES2

I

External Superelement Reserved (EXTSEOUT)

383

K42GG(2)

CHAR4

Name of direct input (g-set) structural damping matrix K42GG

385

NK42GG

I

Internal set id for K42GG

386

UNDEF(13)

None

Word

Name

Type

Description

399

CHECK

I

ADAMSMNF CHECK flag

400

ADMOUT

I

ADAMSMNF ADMOUT flag

401

FLEXBODY

I

ADAMSMNF FLEXBODY flag

402

FLEXONLY

I

ADAMSMNF FLEXONLY flag

403

MINVAR

I

ADAMSMNF MINVAR parameter

404

PSETID

I

ADAMSMNF PSETID parameter

405

OUTGSTRS

I

ADAMSMNF OUTGSTRS flag

406

OUTGSTRN

I

ADAMSMNF OUTGSTRN flag

407

FLEXBODY

I

RECURDYNRFI FLEXBODY flag

408

FLEXONLY

I

RECURDYNRFI FLEXONLY flag

409

MINVAR

I

RECURDYNRFI MINVAR parameter

410

PSETID

I

RECURDYNRFI PSETID parameter

NX Nastran 5 DMAP Updates and Additions

2-17

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

411

OUTGSTRS

I

RECURDYNRFI OUTGSTRS flag

412

OUTGSTRN

I

RECURDYNRFI OUTGSTRN flag

413

BCSET

I

Contact Set ID

414

BCRESU

I

Contact results output

415

BCMEDIA

I

Contact results media code

416

BCFMT

I

Contact results format code

417

BCTYPE

I

Traction=1, Force=2, Both=3

418

GKRESU

I

Gasket results output

419

GKMEDIA

I

Gasket results media code

420

GKFMT

I

Gasket results format code

421

UNDEF(5)

None

426

RSMETHOM

I

RSMETHOD parameter

427

ESE

I

ESE parameter

428

MDESET

I

Modal energy output set (MODALE)

429

MDEMEDI

I

Modal energy media (MODALE)

430

UNDEF(2)

None

432

MDEFMT

I

433

UNDEF

None

434

MDECMPT

I

Modal energy computation set (MODALE)

435

MDESORT

I

Modal energy sort flag (MODALE)

436

MDETYPE

I

Modal energy type flag (MODALE)

437

MDECALC

I

Modal energy calculation flag (MODALE)

2-18

NX Nastran 5 DMAP Updates and Additions

Modal energy output format (MODALE)

Updated and New Datablocks

Word

Name

Type

Description

438

RMETSET

I

RMETHOD set id

439

RIGID

I

Rigid element type

440

BOLTPRE

I

Bolt preload set

441

BGSET

I

Glue set id

442

MODCON

I

Modal contribution flag

443

IPRPU

I

RANDOM print/punch option

444

ADMCHK

I

ADMRECVR ADMCHK flag

445

MODSEL

I

Rotor dynamics mode set

446

ADMREC

I

ADMRECVR activation flag

447

ADMFORM

I

ADMRECVR ADMFORM parameter

448

MSRMODE

I

ADMRECVR MSRMODE parameter

449

RGBODY

I

ADMRECVR RGBODY flag

450

MSGLVL

I

ADMRECVR MSGLVL parameter

451

EBDSET

I

Element birth/death set

452

SHELLTHK

I

Shell thickness results output flag

453

STMEDIA

I

Shell thickness results media code

454

STFMT

I

Shell thickness results format code

455

UNDEF(145)

None

Word

Name

Type

Description

600

LSEM(C)

I

Number of symmetry subcase coefficients from item SYMFLG

601

COEF

RS

Symmetry subcase coefficients (SUBSEQ or SYMSEQ)

Word 601 repeats LSEM times

NX Nastran 5 DMAP Updates and Additions

2-19

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

602

SETID

I

Set identification number

603

SETLEN(C)

I

Length of this set

604

SETMEM

I

Set member identification number

Word 604 repeats SETLEN times Words 602 through 604 repeat NSETS times 605

PARA

CHAR4

Hard-coded to "PARA"

606

PARLEN(C)

I

Length of this parameter value specification

607

CHTYPE(C)

I

Character type flag: 3 means character, 2 otherwise

608

PARAM(2)

CHAR4

Hard-coded to "PARA" and "M "

610

PNAME(2)

CHAR4

Name of parameter

PARLEN =8 612

Length INTEGER

PARLEN =9

I

Integer value

Real-double parameter value

612

TYPE

I

Real type - hard-coded to -4

613

REAL

RD

Real-double value

PARLEN =10

Complex-single parameter value

612

RTYPE

I

Real part type - hard-coded to -2

613

REAL

RS

Real part value

614

ITYPE

I

Imaginary part type hard-coded to -2

615

IMAG

RS

Imaginary part value

PARLEN =12

Complex-double parameter value

612

RTYPE

I

Real part type - hard-coded to -4

613

REAL

RD

Real part value

614

ITYPE

I

Imaginary part type hard-coded to -4

2-20

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

615

IMAG

RD

Imaginary part value

End PARLEN Words 605 through max repeat until NANQ occurs Words 605 through 615 repeat until End of Record Record 2 – TRAILER Word

Name

Type

Description

1

WORD1

I

Number of records

2

WORD2

I

Number of records

3

WORD3

I

Maximum record length

4

WORD4

I

Plot flag

5

UNDEF(2)

None

Notes: 1. Possible values for output media (___MEDIA) are: •

1 = print

•

2 = plot

•

4 = punch

and their sums; for example, 3 indicates print and plot. 2. Possible values for SORT1 output format (___FMT) are: •

1 = real

•

2 = real/imaginary

•

3 = magnitude/phase

For SORT2, the same values are negative. 3. Possible values for SYMFLG are: •

0 = no symmetry

•

-1 = REPCASE and

•

N = number of SYMSEQ or SUBSEQ coefficients

NX Nastran 5 DMAP Updates and Additions

2-21

Updated and New Datablocks

Chapter 2

4. Possible values for DSAPRT are: •

1 = Print (default)

•

0 = No print

5. Possible values for DSASTORE are: •

1 = Store on data base and

•

0 = Don’t store on data base (default)

6. Possible values for DSAOUTPT are: •

1 = Store via OUTPUT2 and

•

0 = Don’t store via OUTPUT2 (default)

7. Possible values for AXSYMSET are: •

1 = Sine

•

2 = Cosine or fluid

8. Possible values for the SECMDFLG are: •

0 = at least one of SEMG, SEKR, SEMR, SELG, SELR or SEALL is specified

•

-1 = None are specified

9. DSAFINAL=-1 means the last iteration. 10. DSASETID=-1 means the all design sensitivities. 11. RANDBIT contains bit pairs for the selection of PSDF and ATOC beginning with left handed bits 1 and 2 for DISP and continuing with VELO, ACCE, OLOAD, SPCF, STRESS, FORCE, STRAIN, and MPCF Case Control commands for bits 3 through 18. The bit pair value of "00" means none, "01" means ATOC, "10" means PSDF, and "11" means RALL. 12. Possible values for AESYMXY and AESYMXZ are: •

2 = antisymmetric

•

3 = asymmetric

•

4 = antisymmetric

CONTACT Table of Bulk Data entry related to surface contact Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

2-22

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 1 – BCMATL (7310,73,590) Word

Name

Type

Description

1

ID

I

Identification number

2-n

IPi

I

Material ID

N+1

-1

I

Delimiter

Record 2– BCPROP (7210,72,589) Word

Name

Type

Description

1

ID

I

Identification number

2-n

IPi

I

Material ID

N+1

-1

I

Delimiter

Record 3– BCRPARA (7710,77,594) Word

Name

Type

Description

1

CRID

I

Region ID

2

SURF

I

TOP=1, BOT=2

3

OFFSET

RS

≥ 0.0 offset distance

4

TYPE

I

FLEX=1, RIGID=2

5

MGP

I

Master grid point

Record 4– BCTADD (7510,75,592) Word

Name

Type

Description

1

CSID

I

Combined contact set ID

2-n

Si

I

Contact set ID

N+1

-1

I

Delimiter

Record 5– BCTPARA (7610,76,593) Note: entry 2-5 repeats for each parameter

NX Nastran 5 DMAP Updates and Additions

2-23

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

1

CSID

I

Contact set ID

2-3

Param(i)

CHAR4

Parameter name

4

TYPE

I

Parameter data type

5

Value(i)

I or RS

Parameter value

6

-1

I

Delimiter

Record 6– BCTPARM (8110,81,598) Note: entry 2-5 repeats for each parameter Word

Name

Type

Description

1

CSID

I

Contact set ID

2-3

Param(i)

CHAR4

Parameter name

4

TYPE

I

Parameter data type

5

Value(i)

I or RS

Parameter value

6

-1

I

Delimiter

Record 7– BCTSET (7410,74,591) Note: entry 2-6 repeats for each additional region pair. Word

Name

Type

Description

1

CSID

I

Contact set ID

2

SIDi

I

Source region ID

3

TIDi

I

Target region ID

4

FRICi

RS

Coefficient of Friction

5

MIND

RS

Minimum search distance

6

MAXD

RS

Maximum search distance

7

-1

I

Delimiter

2-24

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 8– BSURF (724,7,441) Word

Name

Type

Description

1

ID

I

Identification number

2-n

EIDi

I

Element ID

N+1

-1

I

Delimiter

Record 9 – BSURFS (7110,71,588) Note: entry 2-5 repeats for each element/grids Word

Name

Type

Description

1

ID

I

Identification number

2

EIDi

I

Element ID

3-5

G1 - G3

I

Grid point ID

6

-1

I

Delimiter

Record 10 – NXSTRAT (7810,78,595) Note: entry 2-5 repeats for each parameter Word

Name

Type

Description

1

ID

I

ID (not used)

2-3

Param (i)

CHAR4

Parameter name

4

TYPE

I

Parameter data type

5

Value(i)

I or RS

Parameter value

6

-1

I

Delimiter

Record 11 – EBDSET (8510,85,447) Word

Name

Type

Description

1

ID

I

Birth/Death set ID number

2

TBIRTH

RS

Element birth time

3

TDEATH

RS

Element death time

4

EID

I

Element ID’s

NX Nastran 5 DMAP Updates and Additions

2-25

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

6

-1

I

Delimiter

Record 12 – EBDADD (8610,86,448) Word

Name

Type

Description

1

ID

I

Resulting Birth/Death set ID number

2

BDID

I

Birth/Death set ID’s defined via EBDSET entries

3

-1

I

Delimiter

DSCMCOL Design sensitivity parameters Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data Block Name

Record 1 – TYPE1 – Type 1 Responses Word

Name

Type

Description

1

IRID

I

Internal response identification number

2

RID

I

External response identification number

3

RTYPE

I

Response Type

Word

Name

RTYPE =1

Type

Description

Weight

4

UNDEF(5 )

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =2

Volume

4

UNDEF(5 )

None

9

SEID

I

2-26

NX Nastran 5 DMAP Updates and Additions

Superelement identification number

Updated and New Datablocks

Word

Name

RTYPE =3

Type

Description

Buckling

4

MODE

I

5

UNDEF

None

6

SUBCASE

I

7

UNDEF(2 )

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =4

Mode number

Subcase identification number

Normal modes

4

MODE

I

5

UNDEF

None

6

SUBCASE

I

7

UNDEF(2 )

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =5

Mode number

Subcase identification number

Static displacement

4

GRID

I

Grid identification number

5

COMP

I

Displacement component number

6

SUBCASE

I

Subcase identification number

7

UNDEF(2 )

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =6

Static stress

4

EID

I

Element identification number

5

COMP

I

Stress component number

6

SUBCASE

I

Subcase identification number

NX Nastran 5 DMAP Updates and Additions

2-27

Chapter 2

Updated and New Datablocks

Word

Name

Type

7

UNDEF(2 )

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =7

Description

Static strain

4

EID

I

Element identification number

5

COMP

I

Strain component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

VIEWID

I

View element identification number

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =8

Static force

4

EID

I

Element identification number

5

COMP

I

Force component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

VIEWID

I

View element identification number

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =9

Composite failure

4

EID

I

Element identification number

5

COMP

I

Failure component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

PLY

I

2-28

NX Nastran 5 DMAP Updates and Additions

Ply number

Updated and New Datablocks

Word

Name

Type

Description

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =10

Composite stress

4

EID

I

Element identification number

5

COMP

I

Stress component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

PLY

I

Ply number

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =11

Composite strain

4

EID

I

Element identification number

5

COMP

I

Strain component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

PLY

I

Ply number

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =13

Static SPC force

4

GRID

I

Grid identification number

5

COMP

I

SPC force component number

6

SUBCASE

I

Subcase identification number

7

UNDEF(2)

None

9

SEID

I

Superelement identification number

NX Nastran 5 DMAP Updates and Additions

2-29

Chapter 2

Word

Updated and New Datablocks

Name

RTYPE =14

Type

Description

Element static strain energy

4

EID

I

Element identification number

5

COMP

I

Strain energy component number

6

SUBCASE

I

Subcase identification number

7

UNDEF(2)

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =20

Frequency response displacement

4

GRID

I

Grid identification number

5

COMP

I

Displacement component number

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =21

Frequency response velocity

4

GRID

I

Grid identification number

5

COMP

I

Velocity component number

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =22 4

2-30

Frequency response acceleration GRID

I

NX Nastran 5 DMAP Updates and Additions

Grid identification number

Updated and New Datablocks

Word

Name

Type

Description

5

COMP

I

Acceleration component number

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =23

Frequency response SPC Force

4

GRID

I

Grid identification number

5

COMP

I

SPC Force component number

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =24

Frequency response stress

4

EID

I

Element identification number

5

COMP

I

Stress component number

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =25

Frequency response force

4

EID

I

Element identification number

5

COMP

I

Force component number

NX Nastran 5 DMAP Updates and Additions

2-31

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

6

SUBCASE

I

Subcase identification number

7

FREQ

RS

Frequency

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =26

RMS displacement

4

GRID

I

Grid identification number

5

COMP

I

RMS displacement component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

RANDPS

I

RANDPS ID

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =27

RMS velocity

4

GRID

I

Grid identification number

5

COMP

I

RMS velocity component number

6

SUBCASE

I

Subcase identification number

7

UNDEF

None

8

RANDPS

I

RANDPS ID

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =28

RMS acceleration

4

GRID

I

Grid identification number

5

COMP

I

RMS acceleration component number

6

SUBCASE

I

Subcase identification number

2-32

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

7

UNDEF

None

8

RANDPS

I

RANDPS ID

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =60

Description

Transient response displacement

4

GRID

I

Grid identification number

5

COMP

I

Displacement component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =61

Transient response velocity

4

GRID

I

Grid identification number

5

COMP

I

Velocity component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =62

Transient response acceleration

4

GRID

I

Grid identification number

5

COMP

I

Acceleration component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

NX Nastran 5 DMAP Updates and Additions

2-33

Chapter 2

Updated and New Datablocks

Word

Name

Type

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =63

Description

Transient response SPC Force

4

GRID

I

Grid identification number

5

COMP

I

SPC force component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =64

Transient response stress

4

EID

I

Element identification number

5

COMP

I

Stress component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =65

Transient response force

4

EID

I

Element identification number

5

COMP

I

Force component number

6

SUBCASE

I

Subcase identification number

7

TIME

RS

Time

8

UNDEF

None

2-34

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =81

Aeroelastic divergence

4

SUBCASE

I

5

UNDEF

None

6

ROOT

I

Root

7

MACH

RS

Mach number

8

UNDEF

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =82

Subcase identification number

Aeroelastic trim

4

SUBCASE

I

5

UNDEF

None

6

XID

I

7

UNDEF(2)

None

9

SEID

I

Superelement identification number

Word

Name

Type

Description

RTYPE =83

Subcase identification number

XID

Aeroelastic stability derivative

4

SUBCASE

I

Subcase identification number

5

RU

I

R/U

6

COMP

I

Component number

7

UNDEF

None

8

XID

I

XID

9

SEID

I

Superelement identification number

NX Nastran 5 DMAP Updates and Additions

2-35

Chapter 2

Word

Updated and New Datablocks

Name

Type

RTYPE =84

Description

Aeroelastic flutter damping

4

SUBCASE

I

Subcase identification number

5

MODE

I

Mode number

6

DENSITY

RS

Density

7

MACH

RS

Mach number

8

VEL

RS

Velocity

9

SEID

I

Superelement identification number

End RTYPE Record 2 – TYPE2 – Type 2 Responses Word

Name

Type

Description

1

IRID

I

Internal response identification number

2

RID

I

External response identification number

3

SUBCASE

I

Subcase identification number

4

DFLAG

I

Dynamic response flag (See Note)

5

FREQTIME

RS

Frequency or time step

6

SEID

I

Superelement identification number

Record 3 – TRAILER Word

Name

Type

Description

1

NR1

I

Number of Type 1 responses

2

NR2

I

Number of Type 2 responses

3

UNDEF(4 )

None

Notes: 1. Record 1 contains NR1 * 9 words. 2. Record 2 contains NR2 * 6 words. 3. If the Subcase ID on record 2 is ’SPAN’, the response spans subcases (not currently supported).

2-36

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

4. The DFLG attribute identifies the dynamic response type. 5. 1 – Response is not dynamic. FREQ/TIME is not required. 6. 2 – Response is dynamic. FREQ/TIME is required. 7. ? – Response is dynamic and spans frequency or time steps. FREQ/TIME is not defined. 8. If the Superlement ID attribute on record 2 is ’SPAN’, the response spans superelements (not currently supported).

DYNAMIC Table of Bulk Data entry images related to dynamics Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data Block Name

Record 1 – ACSRCE(5307,53,379) Power vs. frequency for a simple acoustic source Word

Name

Type

Description

1

SID

I

Load set identification number

2

DAREA

I

DAREA Bulk Data entry identification number

3

DPHASE

I

DPHASE Bulk Data entry identification number

4

DELAY

I

DELAY Bulk Data entry identification number

5

TC

I

TABLEDi Bulk Data entry identification number for C(f)

6

RHO

RS

Density of the fluid

7

B

RS

Bulk modulus of the fluid

Record 2 – DAREA(27,17,182) Scale factor for dynamic loads Word

Name

Type

Description

1

SID

I

Load set identification number

2

P

I

Grid, scalar, or extra point identification number

NX Nastran 5 DMAP Updates and Additions

2-37

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

3

C

I

Component number

4

A

RS

Scale factor

Record 3 – DELAY(37,18,183) Time delay parameter for dynamic loads Word

Name

Type

Description

1

SID

I

Load set identification number

2

P

I

Grid, scalar, or extra point identification number

3

C

I

Component number

4

T

RS

Time delay

Record 4 – DLOAD(57,5,123) Linear combination of dynamic loads Word

Name

Type

Description

1

SID

I

Load set identification number

2

S

RS

Overall scale factor

3

SI

RS

Scale factor i

4

LI

I

Load set identification number i

Words 3 through 4 repeat until (-1,-1) occurs

Record 5 – DPHASE(77,19,184) Phase lead parameter in dynamic loading Word

Name

Type

Description

1

SID

I

Load set identification number

2

P

I

Grid, scalar, or extra point identification number

3

C

I

Component number

4

TH

RS

Phase lead

2-38

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 7 – EIGB(107,1,86) Word

Name

Type

Description

1

SID

I

Load set identification number

2

METHOD(2)

CHAR4

Method of eigenvalue extraction

4

L1

RS

Lower bound of eigenvalue range of interest

5

L2

RS

Upper bound of eigenvalue range of interest

6

NEP

I

Estimate of number of roots in positive range

7

NDP

I

Desired number of positive roots

8

NDN

I

Desired number of negative roots

9

UNDEF

None

10

NORM(2)

CHAR4

Method for normalizing eigenvectors

12

G

I

Grid or scalar point identification number

13

C

I

Component number

14

UNDEF(5 )

None

Record 8 – EIGC(207,2,87) Word

Name

Type

Description

1

SID

I

Load set identification number

2

METHOD(2)

CHAR4

Method of eigenvalue extraction

4

NORM(2)

CHAR4

Method for normalizing eigenvectors

6

G

I

Grid or scalar point identification number

7

C

I

Component number

8

E

RS

Convergence criterion

9

ND1

I

Number of desired eigenvectors

10

CONTFLG

I

Continuation flag

CONTFLG =0

With continuation

11

AAJ

RS

Location of A on real axis

12

WAJ

RS

Location of A on imaginary axis

NX Nastran 5 DMAP Updates and Additions

2-39

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

13

ABJ

RS

Location of B on real axis

14

WBJ

RS

Location of B on imaginary axis

15

LJ

RS

Width of search region

16

NEJ

I

Number of estimated roots

17

NDJ

I

Number of desired eigenvectors

Words 11 through 17 repeat until (-1,-1,-1,-1,-1,-1,-1) occ CONTFLG =–1

Without continuation

End CONTFLG

Record 9 – EIGP(257,4,158) Word

Name

Type

Description

1

SID

I

Load set identification number

2

ALPHA

RS

Location of pole on real axis

3

OMEGA

RS

Location of pole on imaginary axis

4

M

I

Multiplicity of complex root at pole

Record 10 – EIGR(307,3,85) Word

Name

Type

Description

1

SID

I

Load set identification number

2

METHOD(2)

CHAR4

Method of eigenvalue extraction

4

F1

RS

Lower bound of frequency range of interest

5

F2

RS

Upper bound of frequency range of interest

6

NE

I

Number of estimated roots

7

ND

I

Number of desired roots

8

UNDEF(2 )

None

10

NORM(2)

CHAR4

Method for normalizing eigenvectors

12

G

I

Grid or scalar point identification number

2-40

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

13

C

I

Component number

14

UNDEF(5 )

None

Record 11 – EIGRL(308,8,348) Word

Name

Type

Description

1

SID

I

Set identification number

2

V1

RS

Lower bound of frequency range of interest

3

V2

RS

Upper bound of frequency range of interest

4

ND

I

Number of desired eigenvectors

5

MSGLVL

I

Diagnostic level

6

MAXSET

I

Number of vectors in block or set

7

SHFSCL

RS

Estimate of first flexible mode

8

FLAG1

I

V1 specification flag – set to 1 if V1 is specified

9

FLAG2

I

V2 specification flag – set to 1 if V2 is specified

10

NORM(2)

CHAR4

Method for normalizing eigenvectors

12

ALPH

RS

Constant for quadratic frequency segment distribution

13

NUMS

I

Number of frequency segments

14

FI

RS

Frequency at the upper boundary of the i-th segment

Word 14 repeats NUMS times Record 12 – EPOINT(707,7,124) Word

Name

Type

Description

1

ID

I

Extra point identification number

Record 13 – FREQ(1307,13,126) Word

Name

Type

Description

1

SID

I

Set identification number

NX Nastran 5 DMAP Updates and Additions

2-41

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

F

RS

Frequency

Word 2 repeats until End of Record

Record 14 – FREQ1(1007,10,125) Word

Name

Type

Description

1

SID

I

Set identification number

2

F1

RS

First frequency

3

DF

RS

Frequency increment

4

NDF

I

Number of frequency increments

Record 15 – FREQ2(1107,11,166) Word

Name

Type

Description

1

SID

I

Set identification number

2

F1

RS

First frequency

3

F2

RS

Last frequency

4

NF

I

Number of logarithmic intervals

Record 16 – FREQ3(1407,14,39) Word

Name

Type

Description

1

SID

I

Set identification number

2

F1

RS

Lower bound of modal frequency range

3

F2

RS

Upper bound of modal frequency range

4

TYPE

CHAR4

Type of interpolation: LINE or LOG

5

NEF

I

Number of frequencies

6

BIAS

RS

Clustering bias parameter

2-42

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 17 – FREQ4(1507,15,40) Word

Name

Type

Description

1

SID

I

Set identification number

2

F1

RS

Lower bound of modal frequency range

3

F2

RS

Upper bound of modal frequency range

4

FSPD

RS

Frequency spread

5

NFM

I

Number of evenly spaced frequencies per spread

Record 18 – FREQ5(1607,16,41) Word

Name

Type

Description

1

SID

I

Load set identification number

2

F1

RS

Lower bound of modal frequency range

3

F2

RS

Upper bound of modal frequency range

4

FRI

RS

Fractions of natural frequencies

Word 4 repeats until End of Record

Record 19 – NOLIN1(3107,31,127) Word

Name

Type

Description

1

SID

I

Load set identification number

2

GI

I

Grid, scalar, or extra point identification number of I

3

CI

I

Component number for GI.

4

S

RS

Scale factor

5

GJ

I

Grid, scalar, or extra point identification number of J

6

CJ

I

Component number for GJ

7

T

I

Identification number of a TABLEDi Bulk Data entry.

8

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-43

Updated and New Datablocks

Chapter 2

Record 20 – NOLIN2(3207,32,128) Word

Name

Type

Description

1

SID

I

Load set identification number

2

GI

I

Grid, scalar, or extra point identification number of I

3

CI

I

Component number for GI.

4

S

RS

Scale factor

5

GJ

I

Grid, scalar, or extra point identification number of J

6

CJ

I

Component number for GJ

7

GK

I

Grid, scalar, or extra point identification number of K

8

CK

I

Component number for GK

Record 21 – NOLIN3(3307,33,129) Word

Name

Type

Description

1

SID

I

Load set identification number

2

GI

I

Grid, scalar, or extra point identification number of I

3

CI

I

Component number for GI.

4

S

RS

Scale factor

5

GJ

I

Grid, scalar, or extra point identification number of J

6

CJ

I

Component number for GJ

7

A

RS

Exponent of the forcing function

8

UNDEF

None

Record 22 – NOLIN4(3407,34,130) Word

Name

Type

Description

1

SID

I

Load set identification number

2-44

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

GI

I

Grid, scalar, or extra point identification number of I

3

CI

I

Component number for GI.

4

S

RS

Scale factor

5

GJ

I

Grid, scalar, or extra point identification number of J

6

CJ

I

Component number for GJ

7

A

RS

Exponent of the forcing function

8

UNDEF

None

Record 23 – RANDPS(2107,21,195) Word

Name

Type

Description

1

SID

I

Set identification number

2

J

I

Subcase identification number of the excited set

3

K

I

Subcase identification number of the applied load set

4

X

RS

X component

5

Y

RS

Y component

6

TID

I

Identification number of a TABRNDi entry that defines G(F)

Record 24 – RANDT1(2207,22,196) Word

Name

Type

Description

1

SID

I

Set identification number

2

N

I

Number of time lag intervals

3

TO

RS

Starting time lag

4

TMAX

RS

Maximum time lag

NX Nastran 5 DMAP Updates and Additions

2-45

Chapter 2

Updated and New Datablocks

Record 25 – RLOAD1(5107,51,131) Word

Name

Type

Description

1

SID

I

Load set identification number

2

DAREA

I

DAREA Bulk Data entry identification number

3

DPHASE

RS

DPHASE Bulk Data entry identification number

4

DELAY

RS

DELAY Bulk Data entry identification number

5

TC

I

TABLEDi Bulk Data entry identification number for C(f)

6

TD

I

TABLEDi Bulk Data entry identification number for D(f)

7

TYPE

I

Nature of the dynamic excitation

Record 26 – RLOAD2(5207,52,132) Word

Name

Type

Description

1

SID

I

Load set identification number

2

DAREA

I

DAREA Bulk Data entry identification number

3

DPHASE

I

DPHASE Bulk Data entry identification number

4

DELAY

I

DELAY Bulk Data entry identification number

5

TB

I

TABLEDi Bulk Data entry identification number for B(f)

6

TP

I

TABLEDi Bulk Data entry identification number for Phi(f)

7

TYPE

I

Nature of the dynamic excitation

Record 27 – SEQEP(5707,57,135) Word

Name

Type

Description

1

ID

I

Extra point identification number

2

SEQID

I

Sequenced identification number

2-46

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 28 – TF(6207,62,136) Word

Name

Type

Description

1

SID

I

Set identification number

2

GD

I

Grid, scalar, or extra point identification number

3

CD

I

Component number for point GD

4

B0

RS

Transfer function coefficient

5

B1

RS

Transfer function coefficient

6

B2

RS

Transfer function coefficient

7

GI

I

Grid, scalar, or extra point identification number

8

CI

I

Component number for point GI

9

A0I

RS

Transfer function coefficient

10

A1I

RS

Transfer function coefficient

11

A2I

RS

Transfer function coefficient

Words 7 through 11 repeat until (-1,-1,–1,-1,-1) occurs

Record 29 – TIC(6607,66,137) Word

Name

Type

Description

1

SID

I

Load set identification number

2

G

I

Grid, scalar, or extra point identification number

3

C

I

Component number for point GD

4

U0

RS

Initial displacement

5

V0

RS

Initial velocity

Record 30 – TLOAD1(7107,71,138) Word

Name

Type

Description

1

SID

I

Load set identification number

2

DAREA

I

DAREA Bulk Data entry identification number

3

DELAY

I

DELAY Bulk Data entry identification number

NX Nastran 5 DMAP Updates and Additions

2-47

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

4

TYPE

I

Nature of the dynamic excitation

5

TID

I

Identification number of TABLEDi entry that gives F(t)

Record 31 – TLOAD2(7207,72,139) Word

Name

Type

Description

1

SID

I

Load set identification number

2

DAREA

I

DAREA Bulk Data entry identification number

3

DELAY

I

DELAY Bulk Data entry identification number

4

TYPE

I

Nature of the dynamic excitation

5

T1

RS

Time constant 1

6

T2

RS

Time constant 2

7

F

RS

Frequency

8

P

RS

Phase angle

9

C

RS

Exponential coefficient

10

B

RS

Growth coefficient

Record 32 – ROTORD(8210,82,599) Word

Name

Type

Description

1

SID

I

Set identification number

2

NUMROT

I

Number of rotors (i=1, NUMROT below)

3

RSTART

RS

Starting rotor speed (in RPM)

4

RSTEP

RS

Rotor speed step size (in RPM)

5

NUMSTEP

I

Number of steps for rotor speed

6,7

REFSYS

CHAR8

Rotational reference system (YHROT,YH or YHFIX,YH

8

CMOUT

RS

Complex mode output request

9,10

RUNIT

CHAR8

Revolution input/output units for rotor (YHRPM or YHRAD or YHCPS or YHHZ)

2-48

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

11,12

FUNIT

CHAR8

Frequency output units (YHRPM or YHRAD or YHCPS or YHHZ)

13,14

ZSTEIN

CHAR8

Flag to incorpoate Steiner inertia terms (YHYES,YH or YHNO,YH)

15

ORBEPS

RS

Threshold value for detection of whirl direction

16

ROTPRT

I

Optimal flag

17

SYNC

I

Optional printout flag

18

ETYPE

I

Optional printout flag

19

EORDER

RS

Optional printout flag

20–21

(not used)

22+8*(i-1)

RIDi

I

Rotor ID for ith rotor

23+8*(i-1)

RSETi

I

Set number for rotor speed for multiple rotors

24+8*(i-1)

RSPEEDi

RS

Relative rotor speed for multiple rotors

25+8*(i-1)

RCOORDI

I

Coordinate system ID number specifying rotation axis as Z

26+8*(i-1)

W3i

RS

Damping coefficient like PARAM,W3

27+8*(i-1)

W4i

RS

Damping coefficient like PARAM,W4

28+8*(i-1)

RFORCEi

I

RFORCE bulk data ID number specifying rotational force to be applied

29+8*(i-1)

(not used)

Record 33 – ROTORG(8410,84,600) Word

Name

Type

Description

1

SID

I

Set identification number of rotor

2

ID

I

Grid or scalar point ID’s which define a rotor

Record 34 – TSTEP(8307,83,142) Word

Name

Type

Description

1

SID

I

Set identification number

NX Nastran 5 DMAP Updates and Additions

2-49

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

N

I

Number of time steps of value DTi

3

DT

RS

Time increment

4

NO

I

Skip factor for output

Words 2 through 4 repeat until (-1,-1,-1) occurs Record 34 – TRAILER Word

Name

Type

Description

1

BIT(6)

I

Record presence trailer words

OEE Output element energy (strain, kinetic, loss) Record 0 - HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Block Name

Record 1 - IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*approach code

2

TCODE(C)

I

18 for strain, 36 for kinetic, and 37 for energy loss

3

ETOTAL

RS

Total strain energy of all elements in subcase/mode

4

SUBCASE

I

Subcase number

UNDEF

None

Not defined

ACODE,4 =0 5 ACODE,4 =01 5

2-50

Statics UNDEF

NX Nastran 5 DMAP Updates and Additions

None

See word 8

Updated and New Datablocks

Word

Name

ACODE,4 =02 5

MODE

UNDEF

UNDEF

FREQ

TIME

UNDEF

MODE

MODE

LOADFAC

Time Step

None

See word 8

I

Mode Number

I

Mode Number

RS

Load factor

Geometric Nonlinear Statics ( Sol 4 ? ) ) UNDEF

ACODE,4 =12 5

RS

Nonlinear Statics ( Sol 106 )

ACODE,4 =11 5

Frequency

RS

Complex Eigenvalues

ACODE,4 =10 5

See word 8

Buckling 1 ( Post buckling )

ACODE,4 =09 5

None

Buckling 0 ( Pre buckling )

ACODE,4 =08 5

See word 8

Transient

ACODE,4 =07 5

None

Frequency

ACODE,4 =06 5

Mode Number

Differential Stiffness

ACODE,4 =05 5

I Differential Stiffness

ACODE,4 =04 5

Description

Real Eigenvalues

ACODE,4 =03 5

Type

None

See word 8

CONTRAN ? ( Can appear as ACODE=6 ) TIME

RS

Time Step

6

ELNAME(2)

CHAR4

Element type name

8

LOADSET

I

Load set or zero

9

APROACH

I

Approach

End ACODE,4

NX Nastran 5 DMAP Updates and Additions

2-51

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

10

NUMWDE

I

Number of words per entry in DATA record

11

CVALRES

I

C

12

ESUBT

RS

Subtotal of Strain Energy in the Set identification number

13

SETID

I

Set identification number Number

14

EIGENR

RS

Natural eigenvalue real part

15

EIGENI

RS

Natural eigenvalue imaginary part

16

FREQ

RS

Natural frequency

17

UNDEF

None

18

ETOTPOS

RS

Total positive energy

19

ETOTNEG

RS

Total negative energy

20

FCODE

I

Format Code 1 – Real 2 – Real/Imaginary 3 – Magnitude/Phase

21

ELTYPE

I

Element Type

22

THRESH

RS

Energy Threshold

23

UNDEF(28)

None

51

TITLE(32)

CHAR4

Title

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

Record 2 - DATA Word

Name

TCODE,1 =1

2-52

NX Nastran 5 DMAP Updates and Additions

Type Sort 1

Description

Updated and New Datablocks

Word

Name

Type

1

EKEY

I

TCODE,1 =02

Description

Sort 2 - Swap with word 5 of IDENT

ACODE,4 =0 1

UNDEF

None

EKEY

I

EKEY

I

EKEY

I

EKEY

I

FREQ

RS

Frequency

TIME

RS

Time step

EKEY

I

EKEY

I

EKEY

I

FQTS

RS

EKEY

I

Not defined

ACODE,4 =01 1 ACODE,4 =02 1 ACODE,4 =03 1 ACODE,4 =04 1 ACODE,4 =05 1 ACODE,4 =06 1 ACODE,4 =07 1 ACODE,4 =08 1 ACODE,4 =09 1 ACODE,4 =10 1

Frequency or Time step

ACODE,4 =11 1

NX Nastran 5 DMAP Updates and Additions

2-53

Chapter 2

Updated and New Datablocks

Name

Type

EKEY

I

2

ENERGY

RS

Element Energy or Subtotal after all elements

3

PCT

RS

Percent of Total Energy

4

DEN

RS

Element Energy Density, or ’-1’ after all elements

Word

Description

ACODE,4 =12 1 End ACODE,4 End TCODE,1

Real

TCODE,7=0 (Real) 1

ID

I

(depends on TCODE,1)

2

ENERGY

RS

Element Energy

3

PCT

RS

Percent of Total Energy

4

DEN

RS

Element Energy Density

1

ID

I

(depends on TCODE,1)

2

ENERGY.R

RS

Element Energy (real/mag part)

3

ENERGY.I

RS

Element Energy (imag/phase part)

4

PCT

RS

Percent of Total Energy

5

DEN

RS

Element Energy Density

1

ID

I

(depends on TCODE,1)

2

ENERGY.R

RS

Element Ave Energy (real/mag part)

TCODE,7=1 (Real/Imaginary or Magnitude/Phase) CVALRES=1,2

CVALRES=4

2-54

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

3

ENERGY.I

RS

Element Ave Energy (imag/phase part)

4

ENERGY.R

RS

Element Amp Energy (real/mag part)

5

ENERGY.I

RS

Element Amp Energy (imag/phase part)

6

PCT

RS

Percent of Total Energy

7

DEN

RS

Element Energy Density

End CVALRES End TCODE,7 Record 3- TRAILER Word

Name

Type

Description

1

WORD1

I

Number of element types output

2

UNDEF(5 )

None

Notes: 1. Records are repeated for each element type having at least one element requested for output. They are also repeated for each subcase. 2. Device code: 1 = print 2 = plot 4 = punch 5 = print and punch, and so on 3. Approach code: 1 = statics 2 = reigen, 3=ds0 4 = ds1 5 = freq 6 = bkl0 7 = bkl 8 = ceigen

NX Nastran 5 DMAP Updates and Additions

2-55

Updated and New Datablocks

Chapter 2

9 = pla 4. Nonexistent element energy densities are flagged by integer ’-1’ in the field.

OEF Table of element forces Also contains composite failure indices and analysis types (real and complex), and SORT1 and SORT2 formats. Record 0 - HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

3

MONTH

I

4

DAY

I

5

YEAR

I

6

UNDEF(2 )

None

Record 1 - IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach code

2

TCODE(C)

I

Table code

3

ELTYPE(C)

I

Element type

4

SUBCASE

I

Subcase or Random identification number

TCODE,1 =1

SORT1 format

ACODE,4 =01

Statics

5

LOADID

I

6

UNDEF(2 )

None

Load set identification number

ACODE,4 =02

Normal modes or buckling (real eigenvalues)

5

MODE

I

Mode number

6

EIGN

RS

Eigenvalue

7

UNDEF

None

2-56

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ACODE,4 =03

Differential Stiffness 0

5

LOADID

I

6

UNDEF(2 )

None

Load set identification number

ACODE,4 =04

Differential Stiffness 1

5

LOADID

I

6

UNDEF(2 )

None

ACODE,4 =05

Frequency

5

FREQ

RS

6

UNDEF(2 )

None

ACODE,4 =06

Transient

5

TIME

RS

6

UNDEF(2 )

None

ACODE,4 =07

Pre-buckling

5

LOADID

I

6

UNDEF(2 )

None

Load set identification number

Frequency

Time step

Load set identification number

ACODE,4 =08

Post-buckling

5

LOADID

I

Load set identification number

6

EIGR

RS

Eigenvalue

7

UNDEF

None

ACODE,4 =09

Complex Eigenvalues

5

MODE

I

Mode number

6

EIGR

RS

Eigenvalue - real part

7

EIGI

RS

Eigenvalue - imaginary part

ACODE,4 =10

Nonlinear Statics

5

LOADSTEP

RS

6

UNDEF(2 )

None

Load step

NX Nastran 5 DMAP Updates and Additions

2-57

Updated and New Datablocks

Chapter 2

Name

Word

Type

Description

ACODE,4 =11

Geometric Nonlinear Statics

5

LOADID

I

6

UNDEF(2 )

None

Load set identification number

End ACODE,4 TCODE,1 =02

SORT2 format

5

LOADID

I

6

UNDEF(2 )

None

Load set identification number

End TCODE,1 8

DLOADID

I

Dynamic load set or Random code identification number

9

FCODE(C)

I

Format code

10

NUMWDE(C)

I

Number of words per entry

11

OCODE

I

12

PID (SOL 601 and 701 only)

I

Physical Property ID for SOL 601 & 701 only. UNDEF for all other SOLs

14

Q4CSTR

I

Corner Stress Flag

23

THERMAL(C)

I

=1 for heat transfer and 0 otherwise

24

UNDEF(27 )

None

51

TITLE(32)

CHAR4

Title character string (TITLE)

83

SUBTITLE(32)

CHAR4

Subtitle character string (SUBTITLE)

115

LABEL(32)

CHAR4

LABEL character string (LABEL)

Record 2 - DATA Word

Name

Type

TCODE,1 =1

SORT1 Format

1

I

EID

TCODE,1 =02

SORT2 Format

ACODE,4 =01

Statics

2-58

NX Nastran 5 DMAP Updates and Additions

Description

Element identification number

Updated and New Datablocks

Word

Name

Type

Description

1

LOADID

I

Load set identification number

ACODE,4 =02

Normal modes or buckling (real eigenvalues)

1

I

MODE

Mode number

ACODE,4 =03

Differential Stiffness 0

1

I

LOADID

Load set identification number

ACODE,4 =04

Differential Stiffness 1

1

I

LOADID

Load set identification number

ACODE,4 =05

Frequency

1

RS

FREQ

ACODE,4 =06

Transient

1

RS

TIME

ACODE,4 =07

Pre-buckling

1

I

LOADID

Time step

Load set identification number

ACODE,4 =08

Post-buckling

1

I

LOADID

Frequency

Load set identification number

ACODE,4 =09

Complex Eigenvalues

1

I

MODE

Mode number

ACODE,4 =10

Nonlinear Statics

1

RS

LOADSTEP

Load step

ACODE,4 =11

Geometric Nonlinear Statics

1

I

LOADID

Load set identification number

End ACODE,4 End TCODE,1 Word

Name

Type

Description

THERMAL =1

Thermal data

NUMWDE =10

2-D and 3-D elements

NX Nastran 5 DMAP Updates and Additions

2-59

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

NAME(2)

CHAR4

Element type

4

XGRAD

RS

x gradient or ’1’

5

YGRAD

RS

y gradient or ’1’

6

ZGRAD

RS

z gradient or ’1’

7

XFLUX

RS

x flux or ’1’

8

YFLUX

RS

y flux or ’1’

9

ZFLUX

RS

z flux or ’1’

10

ZED

I

zero

NUMWDE =8

(CHBDY) thermal 107,108,109

2

NAME(2)

CHAR4

Element name

4

FAPPLIED

RS

Applied load

5

FREECONV

RS

Free convection

6

FORCECON

RS

Forced convection

7

FRAD

RS

Radiation

8

FTOTAL

RS

Total

NUMWDE =2

conv elements

2

RS

FTOTAL

Total

NUMWDE =9

1-D elements; for example, CBEAM, CBEND, CTUBE

2

NAME(2)

CHAR4

Element type

4

XGRAD

RS

x gradient or ’1’

5

YGRAD

RS

y gradient or ’1’

6

ZGRAD

RS

z gradient or ’1’

7

XFLUX

RS

x flux or ’1’

8

YFLUX

RS

y flux or ’1’

9

ZFLUX

RS

z flux or ’1’

NUMWDE =58

2-60

VUHEXA 145 Thermal

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

PARENT

I

Parent C

3

VUGRID

I

VU Grid identification number

4

XGRAD

RS

x gradient or ’1’

5

YGRAD

RS

y gradient or ’1’

6

ZGRAD

RS

z gradient or ’1’

7

XFLUX

RS

x flux or ’1’

8

YFLUX

RS

y flux or ’1’

9

ZFLUX

RS

z flux or ’1’

Words 3 through 9 repeat 8 times NUMWDE =44

VUPENTA 146 Thermal

2

PARENT

I

Parent identification number

3

VUGRID

I

VU Grid identification number

4

XGRAD

RS

x gradient or ’1’

5

YGRAD

RS

y gradient or ’1’

6

ZGRAD

RS

z gradient or ’1’

7

XFLUX

RS

x flux or ’1’

8

YFLUX

RS

y flux or ’1’

9

ZFLUX

RS

z flux or ’1’

Words 3 through 9 repeat 6 times NUMWDE =30

VUTETRA 147 Thermal

2

PARENT

I

Parent identification number

3

VUGRID

I

VU Grid identification number

4

XGRAD

RS

x gradient or ’1’

5

YGRAD

RS

y gradient or ’1’

6

ZGRAD

RS

z gradient or ’1’

7

XFLUX

RS

x flux or ’1’

NX Nastran 5 DMAP Updates and Additions

2-61

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

8

YFLUX

RS

y flux or ’1’

9

ZFLUX

RS

z flux or ’1’

Words 3 through 9 repeat 4 times NUMWDE =34

VUQUAD 189 Thermal

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

4

ICORD

CHAR4

Flat/curved and so on

5

THETA

I

Material angle

6

UNDEF

None

7

VUGRID

I

VU Grid identification number

8

XGRAD

RS

x gradient or ’1’

9

YGRAD

RS

y gradient or ’1’

10

ZGRAD

RS

z gradient or ’1’

11

XFLUX

RS

x flux or ’1’

12

YFLUX

RS

y flux or ’1’

13

ZFLUX

RS

z flux or ’1’

Words 7 through 13 repeat 4 times NUMWDE =27

VUTRIA 190 Thermal

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

4

ICORD

CHAR4

Flat/curved and so on

5

THETA

I

Material angle

6

UNDEF

None

7

VUGRID

I

VU Grid Id

8

XGRAD

RS

x gradient or ’1’

9

YGRAD

RS

y gradient or ’1’

2-62

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

ZGRAD

RS

z gradient or ’1’

11

XFLUX

RS

x flux or ’1’

12

YFLUX

RS

y flux or ’1’

13

ZFLUX

RS

z flux or ’1’

Words 7 through 13 repeat 3 times NUMWDE =18

VUBEAM 191 Thermal

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

4

ICORD

CHAR4

Flat/curved and so on

5

VUGRID

I

VU Grid Id

6

XGRAD

RS

x gradient or ’1’

7

YGRAD

RS

y gradient or ’1’

8

ZGRAD

RS

z gradient or ’1’

9

XFLUX

RS

x flux or ’1’

10

YFLUX

RS

y flux or ’1’

11

ZFLUX

RS

z flux or ’1’

Words 5 through 11 repeat 2 times End NUMWDE Word

Name

Type

Description

THERMAL =00

Non-thermal element output

ELTYPE =01

Rod element (CROD)

TCODE,7 =0 or 2

Real or Random Response

2

AF

RS

Axial Force

3

TRQ

RS

Torque

TCODE,7 =1 2

Real/imaginary or magnitude/phase AFR

RS

Axial Force - real/mag. part

NX Nastran 5 DMAP Updates and Additions

2-63

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

3

AFI

RS

Axial Force - imag./phase part

4

TRQR

RS

Torque - real/mag. part

5

TRQI

RS

Torque - imag./phase part

End TCODE,7 ELTYPE =02

Beam element (CBEAM)

TCODE,7 =0 or 2

Real or Random Response

2

GRID

I

Grid point identification number

3

SD

RS

Station Distance divided by element’s length

4

BM1

RS

Bending moment plane 1

5

BM2

RS

Bending moment plane 2

6

TS1

RS

Shear Plane 1

7

TS2

RS

Shear Plane 2

8

AF

RS

Axial Force

9

TTRQ

RS

Total Torque

10

WTRQ

RS

Warping Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

GRID

I

Grid point identification number

3

SD

RS

Station Distance divided by element’s length

4

BM1R

RS

Bending moment plane 1 - real/mag. part

5

BM2R

RS

Bending moment plane 2 - real/mag. part

6

TS1R

RS

Shear plane 1 - real/mag. part

7

TS2R

RS

Shear plane 2 - real/mag. part

8

AFR

RS

Axial force - real/mag. part

9

TTRQR

RS

Total torque - real/mag. part

10

WTRQR

RS

Warping torque - real/mag. part

11

BM1I

RS

Bending moment plane 1 - imag./phase part

2-64

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

12

BM2I

RS

Bending moment plane 2 - imag./phase part

13

TS1I

RS

Shear plane 1 - imag./phase part

14

TS2I

RS

Shear plane 2 - imag./phase part

15

AFI

RS

Axial force - imag./phase part

16

TTRQI

RS

Total torque - imag./phase part

17

WTRQI

RS

Warping torque - imag./phase part

End TCODE,7 Words 2 through max repeat 011 times ELTYPE =03

Tube element (CTUBE)

TCODE,7 =0 or 2

Real or Random Response

2

AF

RS

Axial Force

3

TRQ

RS

Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

AFR

RS

Axial Force - real/mag. part

3

AFI

RS

Axial Force - imag./phase part

4

TRQR

RS

Torque - real/mag. part

5

TEQI

RS

Torque - imag./phase part

End TCODE,7 ELTYPE =04

Shear panel element (CSHEAR)

TCODE,7 =0 or 2

Real or Random Response

2

F41

RS

Force 4 to 1

3

F21

RS

Force 2 to 1

4

F12

RS

Force 1 to 2

5

F32

RS

Force 3 to 2

6

F23

RS

Force 2 to 3

7

F43

RS

Force 4 to 3

NX Nastran 5 DMAP Updates and Additions

2-65

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

8

F34

RS

Force 3 to 4

9

F14

RS

Force 1 to 4

10

KF1

RS

Kick Force on 1

11

S12

RS

Shear 1 2

12

KF2

RS

Kick Force on 2

13

S23

RS

Shear 2 3

14

KF3

RS

Kick Force on 3

15

S34

RS

Shear 3 4

16

KF4

RS

Kick Force on 4

17

S41

RS

Shear 4 1

TCODE,7 =1

Real/imaginary or magnitude/phase

2

F41R

RS

Force 4 to 1 - real/mag. part

3

F21R

RS

Force 2 to 1 - real/mag. part

4

F12R

RS

Force 1 to 2 - real/mag. part

5

F32R

RS

Force 3 to 2 - real/mag. part

6

F23R

RS

Force 2 to 3 - real/mag. part

7

F43R

RS

Force 4 to 3 - real/mag. part

8

F34R

RS

Force 3 to 4 - real/mag. part

9

F14R

RS

Force 1 to 4 - real/mag. part

10

F41I

RS

Force 4 to 1 - imag./phase part

11

F21I

RS

Force 2 to 1 - imag./phase part

12

F12I

RS

Force 1 to 2 - imag./phase part

13

F32I

RS

Force 3 to 2 - imag./phase part

14

F23I

RS

Force 2 to 3 - imag./phase part

15

F43I

RS

Force 4 to 3 - imag./phase part

16

F34I

RS

Force 3 to 4 - imag./phase part

2-66

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

17

F14I

RS

Force 1 to 4 - imag./phase part

18

KF1R

RS

Kick Force on 1 - real/mag. part

19

S12R

RS

Shear 1 2 - real/mag. part

20

KF2R

RS

Kick Force on 2 - real/mag. part

21

S23R

RS

Shear 2 3 - real/mag. part

22

KF3R

RS

Kick Force on 3 - real/mag. part

23

S34R

RS

Shear 3 4 - real/mag. part

24

KF4R

RS

Kick Force on 4 - real/mag. part

25

S41R

RS

Shear 4 1 - real/mag. part

26

KF1I

RS

Kick Force on 1 - imag./phase part

27

S12I

RS

Shear 1 2 - imag./phase part

28

KF2I

RS

Kick Force on 2 - imag./phase part

29

S23I

RS

Shear 2 3 - imag./phase part

30

KF3I

RS

Kick Force on 3 - imag./phase part

31

S34I

RS

Shear 3 4 - imag./phase part

32

KF4I

RS

Kick Force on 4 - imag./phase part

33

S41I

RS

Shear 4 1 - imag./phase part

End TCODE,7 ELTYPE =05 2

FORCE1/FORCE2/MOMENT1/MOMENT2 (follower stiffness) UNDEF

ELTYPE =06 2

Unused UNDEF

ELTYPE =07 2

None PLOAD4 (follower stiffness)

UNDEF

ELTYPE =08 2

None

None PLOADX1 (follower stiffness)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-67

Updated and New Datablocks

Chapter 2

Word

Name

ELTYPE =09

Type

Description

PLOAD and PLOAD2 (follower stiffness)

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =10

Rod element connection and property (CONROD)

TCODE,7 =0 or 2

Real or Random Response

2

AF

RS

Axial Force

3

TRQ

RS

Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

AFR

RS

Axial Force - real/mag. part

3

AFI

RS

Axial Force - imag./phase part

4

TRQR

RS

Torque - real/mag. part

5

TRQI

RS

Torque - imag./phase part

End TCODE,7 ELTYPE =11

Scalar spring element (CELAS1)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force - real/mag. part

3

FI

RS

Force - imag./phase part

End TCODE,7 ELTYPE =12

Scalar spring element with properties (CELAS2)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force - real/mag. part

3

FI

RS

Force - imag./phase part

2-68

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

End TCODE,7 ELTYPE =13

Scalar spring element to scalar points only (CELAS3)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force - real/mag. part

3

FI

RS

Force - imag./phase part

End TCODE,7 ELTYPE =14

Scalar spring element to scalar pts. only with prop. (CELAS4)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force - real/mag. part

3

FI

RS

Force - imag./phase part

End TCODE,7 ELTYPE =15 2

AEROT3 UNDEF

ELTYPE =16 2

AEROBEAM UNDEF

ELTYPE =17 2

UNDEF

None Unused (Pre-V69 CQUAD2)

UNDEF

ELTYPE =19 2

None Unused (Pre-V69 CTRIA2)

ELTYPE =18 2

None

None Unused (Pre-V69 CQUAD1)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-69

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

ELTYPE =20

Scalar damper (CDAMP1). (See Note 2. .)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force

3

FI

RS

Force

End TCODE,7 ELTYPE =21

Scalar damper with properties (CDAMP2). (See Note 2.)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force

3

FI

RS

Force

End TCODE,7 ELTYPE =22

Scalar damper to scalar points only (CDAMP3). (See Note 2.)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1

Force

Real/imaginary or magnitude/phase

2

FR

RS

Force

3

FI

RS

Force

End TCODE,7 ELTYPE =23

Scalar damper to scalar points only with prop (CDAMP4). (See Note 2. .)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F

TCODE,7 =1 2

2-70

Force

Real/imaginary or magnitude/phase FR

RS

NX Nastran 5 DMAP Updates and Additions

Force

Updated and New Datablocks

Word

Name

Type

Description

3

FI

RS

Force

End TCODE,7 ELTYPE =24

Viscous damper (CVISC)

TCODE,7 =1

Real/imaginary or magnitude/phase

2

AFR

RS

Axial Force - real/mag. part

3

AFI

RS

Axial Force - imag./phase part

4

TRQR

RS

Torque - real/mag. part

5

TRQI

RS

Torque - imag./phase part

TCODE,7 =0 or 2

Real or Random Response

2

AF

RS

Axial Force

3

TRQ

RS

Torque

ELTYPE =25 2

Scalar mass (CMASS1) UNDEF

ELTYPE =26 2

Scalar mass with properties (CMASS2) UNDEF

ELTYPE =27 2

None Scalar mass to scalar pts. only (CMASS3)

UNDEF

ELTYPE =28 2

None

None Scalar mass to scalar pts. only with properties (CMASS4)

UNDEF

ELTYPE =29

None Concentrated mass element - general form (CONM1)

2

UNDEF

None

Word

Name

Type

ELTYPE =30 2

Concentrated mass element - rigid body form (CONM2) UNDEF

ELTYPE =31 2

Description

None Dummy plot element (PLOTEL)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-71

Chapter 2

Word

Updated and New Datablocks

Name

ELTYPE =32 2

Type

Description

Unused UNDEF

None

ELTYPE =33

Quadrilateral plate element (CQUAD4)

TCODE,7 =0 or 2

Real or Random Response

2

MX

RS

Membrane in x

3

MY

RS

Membrane in y

4

MXY

RS

Membrane in xy

5

BMX

RS

Bending in x

6

BMY

RS

Bending in y

7

BMXY

RS

Bending in xy

8

TX

RS

Transverse Shear in x

9

TY

RS

Transverse Shear in y

Real/imaginary or magnitude/phase

TCODE,7 =1 2

MXR

RS

Membrane in x - real/mag. part

3

MYR

RS

Membrane in y - real/mag. part

4

MXYR

RS

Membrane in xy - real/mag. part

5

BMXR

RS

Bending in x - real/mag. part

6

BMYR

RS

Bending in y - real/mag. part

7

BMXYR

RS

Bending in xy - real/mag. part

8

TXR

RS

Transverse Shear in x - real/mag. part

9

TYR

RS

Transverse Shear in y - real/mag. part

10

MXI

RS

Membrane in x - imag./phase part

11

MYI

RS

Membrane in y - imag./phase part

12

MXYI

RS

Membrane in xy - imag./phase part

13

BMXI

RS

Bending in x - imag./phase part

14

BMYI

RS

Bending in y - imag./phase part

2-72

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

15

BMXYI

RS

Bending in xy - imag./phase part

16

TXI

RS

Transverse Shear in x - imag./phase part

17

TYI

RS

Transverse Shear in y - imag./phase part

End TCODE,7 ELTYPE =34

Simple beam element (CBAR and see also ELTYPE=100)

TCODE,7 =0 or 2

Real or Random Response

2

BM1A

RS

Bending moment end A plane 1

3

BM2A

RS

Bending moment end A plane 2

4

BM1B

RS

Bending moment end B plane 1

5

BM2B

RS

Bending moment end B plane 2

6

TS1

RS

Shear plane 1

7

TS2

RS

Shear plane 2

8

AF

RS

Axial Force

9

TRQ

RS

Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

BM1AR

RS

Bending moment end A plane 1 - real part

3

BM2AR

RS

Bending moment end A plane 2 - real part

4

BM1BR

RS

Bending moment end B plane 1 - real part

5

BM2BR

RS

Bending moment end B plane 2 - real part

6

TS1R

RS

Shear plane 1 - real part

7

TS2R

RS

Shear plane 2 - real part

8

AFR

RS

Axial force - real part

9

TRQR

RS

Torque - real part

10

BM1AI

RS

Bending moment end A plane 1 - imaginary part

11

BM2AI

RS

Bending moment end A plane 2 - imaginary part

NX Nastran 5 DMAP Updates and Additions

2-73

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

12

BM1BI

RS

Bending moment end B plane 1 - imaginary part

13

BM2BI

RS

Bending moment end B plane 2 - imaginary part

14

TS1I

RS

Shear plane 1 - imaginary part

15

TS2I

RS

Shear plane 2 - imaginary part

16

AFI

RS

Axial Force - imaginary part

17

TRQI

RS

Torque - imaginary part

End TCODE,7 ELTYPE =35

Axisymmetric shell element (CCONEAX)

2

HOPA

RS

Harmonic or point angle

3

BMU

RS

Bending Moment u

4

BMV

RS

Bending Moment v

5

TM

RS

Twisting Moment

6

SU

RS

Shear u

7

SV

RS

Shear v

ELTYPE =36 2

Unused (Pre-V69 CTRIARG) UNDEF

ELTYPE =37 2

None Unused (Pre-V69 CTRAPRG)

UNDEF

None

ELTYPE =38

Gap element (CGAP)

TCODE,7 =0

Real

2

FX

RS

Comp. Force in x

3

SFY

RS

Shear Force in y

4

SFZ

RS

Shear Force in z

5

U

RS

Axial Disp in u

6

V

RS

Shear Disp in v

2-74

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

7

W

RS

Shear Disp in w

8

SV

RS

Slip Disp in v

9

SW

RS

Slip Disp in w

TCODE,7 =1

Real/imaginary or magnitude/phase

2

FX

RS

Comp. Force in x

3

SFY

RS

Shear Force in y

4

SFZ

RS

Shear Force in z

5

U

RS

Axial Disp in u

6

V

RS

Shear Disp in v

7

W

RS

Shear Disp in w

8

SV

RS

Slip Disp in v

9

SW

RS

Slip Disp in w

End TCODE,7 ELTYPE =39

Acoustics - Tetra (?)

2

AXR

RS

3

AYR

RS

4

AZR

RS

5

VXR

RS

6

VYR

RS

7

VXR

RS

8

AXI

RS

9

AYI

RS

10

AZI

RS

11

VXI

RS

12

VYI

RS

13

VXI

RS

14

DB

RS

NX Nastran 5 DMAP Updates and Additions

2-75

Chapter 2

Word

Updated and New Datablocks

Name

ELTYPE =40

Type

Description

Rod type spring and damper (CBUSH1D)

2

FE

RS

Element Force

3

UE

RS

Axial Displacement

4

VE

RS

Axial Velocity*

5

AS

RS

Axial Stress*

6

AE

RS

Axial Strain*

7

EP

RS

Plastic Strain*

8

FAIL

I

Failed Element Flag

ELTYPE =41 2

Unused (Pre-V69 CHEXA1) UNDEF

ELTYPE =42 2

Unused (Pre-V69 CHEXA2) UNDEF

ELTYPE =43 2 ELTYPE =44

ELTYPE =45

ELTYPE =46

ELTYPE =47

ELTYPE =48

2-76

None Fluid element with 3 points (CAXIF3)

UNDEF

ELTYPE =49 2

None Fluid element with 2 points (CAXIF2)

UNDEF

2

None Cflmass

UNDEF

2

None Fluid element with 4 points (CFLUID4)

UNDEF

2

None Fluid element with 3 points (CFLUID3)

UNDEF

2

None Fluid element with 2 points (CFLUID2)

UNDEF

2

None

None Fluid element with 4 points (CAXIF4)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

ELTYPE =50 2

UNDEF

UNDEF

UNDEF

None Axisymmetric triangular element (CTRIAX6)

UNDEF

ELTYPE =54 2

None Heat transfer plot element for CHBDYG and CHBDYP

ELTYPE =53 2

None Four-point slot element (CSLOT4)

ELTYPE =52 2

Description

Three-point slot element (CSLOT3)

ELTYPE =51 2

Type

None Unused (Pre-V69 CTRIM6)

UNDEF

None

ELTYPE =55

Three-point dummy element (CDUM3)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =56

Four-point dummy element (CDUM4)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =57

Five-point dummy element (CDUM5)

TCODE,7 =0 or 2

Real or Random Response

NX Nastran 5 DMAP Updates and Additions

2-77

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

F(9)

RS

User defined

TCODE,7 =1

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =58

Six-point dummy element (CDUM6)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =59

Seven-point dummy element (CDUM7)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

Type

Description

End TCODE,7 Word

Name

ELTYPE =60

Two-dimensional crack tip element (CRAC2D or CDUM8)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

2-78

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

End TCODE,7 ELTYPE =61

Three-dimensional crack tip element (CRAC3D or CDUM9)

TCODE,7 =0 or 2

Real or Random Response

2

RS

F(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

FR(9)

RS

User defined - real/mag.

11

FI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =62 2

Unused (Pre-V69 CQDMEM1) UNDEF

ELTYPE =63 2

None Unused (Pre-V69 CQDMEM2)

UNDEF

ELTYPE =64

None Curved quadrilateral shell element (CQUAD8)

2

TERM

CHAR4

Character string "CEN/"

3

GRID

I

Number of active grids or corner grid identification number

TCODE,7 =0 or 2

Real or Random Response

4

MX

RS

Membrane force in x

5

MY

RS

Membrane force in y

6

MXY

RS

Membrane force in xy

7

BMX

RS

Bending moment in x

8

BMY

RS

Bending moment in y

9

BMXY

RS

Bending moment in xy

10

TX

RS

Shear force in x

11

TY

RS

Shear force in y

TCODE,7 =1 4

Real/imaginary or magnitude/phase MXR

RS

Membrane force in x - real/mag. part

NX Nastran 5 DMAP Updates and Additions

2-79

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

MYR

RS

Membrane force in y - real/mag. part

6

MXYR

RS

Membrane force in xy - real/mag. part

7

BMXR

RS

Bending moment in x - real/mag. part

8

BMYR

RS

Bending moment in y - real/mag. part

9

BMXYR

RS

Bending moment in xy - real/mag. part

10

TXR

RS

Shear force in x - real/mag. part

11

TYR

RS

Shear force in y - real/mag. part

12

MXI

RS

Membrane force in x - imag./phase part

13

MYI

RS

Membrane force in y - imag./phase part

14

MXYI

RS

Membrane force in xy - imag./phase part

15

BMXI

RS

Bending moment in x - imag./phase part

16

BMYI

RS

Bending moment in y - imag./phase part

17

BMXYI

RS

Bending moment in xy - imag./phase part

18

TXI

RS

Shear force in x - imag./phase part

19

TYI

RS

Shear force in y - imag./phase part

End TCODE,7 Words 3 through max repeat 005 times ELTYPE =65 2

Unused (Pre-V69 CHEX8) UNDEF

ELTYPE =66 2

None Unused (Pre-V69 CHEX20)

UNDEF

ELTYPE =67

None Acoustics in HEXA

2

AXR

RS

3

AYR

RS

4

AZR

RS

5

VXR

RS

2-80

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

6

VYR

RS

7

VXR

RS

8

AXI

RS

9

AYI

RS

10

AZI

RS

11

VXI

RS

12

VYI

RS

13

VXI

RS

14

DB

RS

ELTYPE =68

Description

Acoustics in PENTA

2

AXR

RS

3

AYR

RS

4

AZR

RS

5

VXR

RS

6

VYR

RS

7

VXR

RS

8

AXI

RS

9

AYI

RS

10

AZI

RS

11

VXI

RS

12

VYI

RS

13

VXI

RS

14

DB

RS

ELTYPE =69

Curved beam or pipe element (CBEND - see note.)

TCODE,7 =0 or 2

Real or Random Response

2

I

GRID

Grid point identification number

NX Nastran 5 DMAP Updates and Additions

2-81

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

3

BM1

RS

Bending moment plane 1

4

BM2

RS

Bending moment plane 1

5

TS1

RS

Shear plane 1

6

TS2

RS

Shear plane 2

7

AF

RS

Axial force

8

TRQ

RS

Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

GRID

I

Grid point identification number - real/mag. part

3

BM1R

RS

Bending moment plane 1 - real/mag. part

4

BM2R

RS

Bending moment plane 1 - real/mag. part

5

TS1R

RS

Shear plane 1 - real/mag. part

6

TS2R

RS

Shear plane 2 - real/mag. part

7

AFR

RS

Axial force - real/mag. part

8

TRQR

RS

Torque - real/mag. part

9

BM1I

RS

Bending moment plane 1 - imag./phase part

10

BM2I

RS

Bending moment plane 1 - imag./phase part

11

TS1I

RS

Shear plane 1 - imag./phase part

12

TS2I

RS

Shear plane 2 - imag./phase part

13

AFI

RS

Axial force - imag./phase part

14

TRQI

RS

Torque - imag./phase part

End TCODE,7 Words 2 through max repeat 002 times Word

Name

ELTYPE =70 2

2-82

Type

Description

Triangular plate element (CTRIAR) TERM

CHAR4

NX Nastran 5 DMAP Updates and Additions

Character string "CEN/"

Updated and New Datablocks

Word

Name

Type

Description

3

GRID

I

Number of active grids or corner grid ID

TCODE,7 =0 or 2

Real or Random Response

4

MX

RS

Membrane force in x

5

MY

RS

Membrane force in y

6

MXY

RS

Membrane force in xy

7

BMX

RS

Bending moment in x

8

BMY

RS

Bending moment in y

9

BMXY

RS

Bending moment in xy

10

TX

RS

Shear force in x

11

TY

RS

Shear force in y

TCODE,7 =1

Real/imaginary or magnitude/phase

4

MXR

RS

Membrane force in x - real/mag. part

5

MYR

RS

Membrane force in y - real/mag. part

6

MXYR

RS

Membrane force in xy - real/mag. part

7

BMXR

RS

Bending moment in x - real/mag. part

8

BMYR

RS

Bending moment in y - real/mag. part

9

BMXYR

RS

Bending moment in xy - real/mag. part

10

TXR

RS

Shear force in x - real/mag. part

11

TYR

RS

Shear force in y - real/mag. part

12

MXI

RS

Membrane force in x - imag./phase part

13

MYI

RS

Membrane force in y - imag./phase part

14

MXYI

RS

Membrane force in xy - imag./phase part

15

BMXI

RS

Bending moment in x - imag./phase part

16

BMYI

RS

Bending moment in y - imag./phase part

17

BMXYI

RS

Bending moment in xy - imag./phase part

18

TXI

RS

Shear force in x - imag./phase part

NX Nastran 5 DMAP Updates and Additions

2-83

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

19

TYI

RS

Shear force in y - imag./phase part

End TCODE,7 Words 3 through max repeat 004 times ELTYPE =71 2

Unused UNDEF

ELTYPE =72 2

AEROQ4 UNDEF

ELTYPE =73 2

None

None Unused (Pre-V69 CFTUBE)

UNDEF

None

ELTYPE =74

Triangular shell element (CTRIA3)

TCODE,7 =0 or 2

Real or Random Response

2

MX

RS

Membrane in x

3

MY

RS

Membrane in y

4

MXY

RS

Membrane in xy

5

BMX

RS

Bending in x

6

BMY

RS

Bending in y

7

BMXY

RS

Bending in xy

8

TX

RS

Transverse Shear in x

9

TY

RS

Transverse Shear in y

TCODE,7 =1

Real/imaginary or magnitude/phase

2

MXR

RS

Membrane in x - real/mag. part

3

MYR

RS

Membrane in y - real/mag. part

4

MXYR

RS

Membrane in xy - real/mag. part

5

BMXR

RS

Bending in x - real/mag. part

6

BMYR

RS

Bending in y - real/mag. part

7

BMXYR

RS

Bending in xy - real/mag. part

2-84

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

8

TXR

RS

Transverse Shear in x - real/mag. part

9

TYR

RS

Transverse Shear in y - real/mag. part

10

MXI

RS

Membrane in x - imag./phase part

11

MYI

RS

Membrane in y - imag./phase part

12

MXYI

RS

Membrane in xy - imag./phase part

13

BMXI

RS

Bending in x - imag./phase part

14

BMYI

RS

Bending in y - imag./phase part

15

BMXYI

RS

Bending in xy - imag./phase part

16

TXI

RS

Transverse Shear in x - imag./phase part

17

TYI

RS

Transverse Shear in y - imag./phase part

End TCODE,7 ELTYPE =75

Curved triangular shell element (CTRIA6)

2

TERM

CHAR4

Character string "CEN/"

3

GRID

I

Number of active grids or corner grid ID

TCODE,7 =0 or 2

Real or Random Response

4

MX

RS

Membrane force in x

5

MY

RS

Membrane force in y

6

MXY

RS

Membrane force in xy

7

BMX

RS

Bending moment in x

8

BMY

RS

Bending moment in y

9

BMXY

RS

Bending moment in xy

10

TX

RS

Shear force in x

11

TY

RS

Shear force in y

TCODE,7 =1

Real/imaginary or magnitude/phase

4

MXR

RS

Membrane force in x - real/mag. part

5

MYR

RS

Membrane force in y - real/mag. part

NX Nastran 5 DMAP Updates and Additions

2-85

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

6

MXYR

RS

Membrane force in xy - real/mag. part

7

BMXR

RS

Bending moment in x - real/mag. part

8

BMYR

RS

Bending moment in y - real/mag. part

9

BMXYR

RS

Bending moment in xy - real/mag. part

10

TXR

RS

Shear force in x - real/mag. part

11

TYR

RS

Shear force in y - real/mag. part

12

MXI

RS

Membrane force in x - imag./phase part

13

MYI

RS

Membrane force in y - imag./phase part

14

MXYI

RS

Membrane force in xy - imag./phase part

15

BMXI

RS

Bending moment in x - imag./phase part

16

BMYI

RS

Bending moment in y - imag./phase part

17

BMXYI

RS

Bending moment in xy - imag./phase part

18

TXI

RS

Shear force in x - imag./phase part

19

TYI

RS

Shear force in y - imag./phase part

End TCODE,7 Words 3 through max repeat 004 times ELTYPE =76 2

Acoustic velocity/pressures in six-sided solid element (CHEXA) ELNAME(2)

CHAR4

Element name: "HEXPR"

TCODE,7 = 1

Real/imaginary or magnitude/phase

4

AXR

RS

Acceleration in x - real/mag. part

5

AYR

RS

Acceleration in x - real/mag. part

6

AZR

RS

Acceleration in x - real/mag. part

7

VXR

RS

Velocity in x - real/mag. part

8

VYR

RS

Velocity in y - real/mag. part

9

VZR

RS

Velocity in y - real/mag. part

10

PRESSURE

RS

Pressure in DB

2-86

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

11

AXI

RS

Acceleration in x - imag./phase part

12

AYI

RS

Acceleration in x - imag./phase part

13

AZI

RS

Acceleration in x - imag./phase part

14

VXI

RS

Velocity in x - imag./phase part

15

VYI

RS

Velocity in y - imag./phase part

16

VXI

RS

Velocity in y - imag./phase part

TCODE,7 =0 or 2

Real or Random Response

4

AX

RS

Acceleration in x - real/mag. part

5

AY

RS

Acceleration in x - real/mag. part

6

AZ

RS

Acceleration in x - real/mag. part

7

VX

RS

Velocity in x - real/mag. part

8

VY

RS

Velocity in y - real/mag. part

9

VZ

RS

Velocity in y - real/mag. part

10

PRESSURE

RS

Pressure in DB

ELTYPE =77 2

Acoustic velocity/pressures in five-sided solid element (CPENTA) ELNAME(2)

CHAR4

Element name: "PENPR"

TCODE,7 =0 or 2

Real or Random Response

4

AX

RS

Acceleration in x

5

AY

RS

Acceleration in x

6

AZ

RS

Acceleration in x

7

VX

RS

Velocity in x

8

VY

RS

Velocity in y

9

VZ

RS

Velocity in y

10

PRESSURE

RS

Pressure in DB

TCODE,7 =1 4

Complex AXR

RS

Acceleration in x - real/mag. part

NX Nastran 5 DMAP Updates and Additions

2-87

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

AYR

RS

Acceleration in x - real/mag. part

6

AZR

RS

Acceleration in x - real/mag. part

7

VXR

RS

Velocity in x - real/mag. part

8

VYR

RS

Velocity in y - real/mag. part

9

VZR

RS

Velocity in y - real/mag. part

10

PRESSURE

RS

Pressure in DB

11

AXI

RS

Acceleration in x - imag./phase part

12

AYI

RS

Acceleration in x - imag./phase part

13

AZI

RS

Acceleration in x - imag./phase part

14

VXI

RS

Velocity in x - imag./phase part

15

VYI

RS

Velocity in y - imag./phase part

16

VXI

RS

Velocity in y - imag./phase part

End TCODE,7 ELTYPE =78 2

Acoustic velocity/pressures in four-sided solid element (CTETRA) ELNAME(2)

CHAR4

Element name: "TETPR"

TCODE,7 =0 or 2

Real or Random Response

4

AX

RS

Acceleration in x

5

AY

RS

Acceleration in x

6

AZ

RS

Acceleration in x

7

VX

RS

Velocity in x

8

VY

RS

Velocity in y

9

VZ

RS

Velocity in y

10

PRESSURE

RS

Pressure in DB

4

AXR

RS

Acceleration in x - real/mag. part

5

AYR

RS

Acceleration in x - real/mag. part

TCODE,7 =1

2-88

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

6

AZR

RS

Acceleration in x - real/mag. part

7

VXR

RS

Velocity in x - real/mag. part

8

VYR

RS

Velocity in y - real/mag. part

9

VZR

RS

Velocity in y - real/mag. part

10

PRESSURE

RS

Pressure in DB

11

AXI

RS

Acceleration in x - imag./phase part

12

AYI

RS

Acceleration in x - imag./phase part

13

AZI

RS

Acceleration in x - imag./phase part

14

VXI

RS

Velocity in x - imag./phase part

15

VYI

RS

Velocity in y - imag./phase part

16

VXI

RS

Velocity in y - imag./phase part

End TCODE,7 ELTYPE =79

Unused

2

UNDEF

None

Word

Name

Type

ELTYPE =80 2

Unused UNDEF

ELTYPE =81 2

Description

None Unused

UNDEF

ELTYPE =82

None Quadrilateral plate element (CQUADR)

2

TERM

CHAR4

Character string "CEN/"

3

GRID

I

Number of active grids (4) or corner grid identification number

TCODE,7 =0 or 2

Real or Random Response

4

MX

RS

Membrane force in x

5

MY

RS

Membrane force in y

NX Nastran 5 DMAP Updates and Additions

2-89

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

6

MXY

RS

Membrane force in xy

7

BMX

RS

Bending moment in x

8

BMY

RS

Bending moment in y

9

BMXY

RS

Bending moment in xy

10

TX

RS

Shear force in x

11

TY

RS

Shear force in y

TCODE,7 =1

Real/imaginary or magnitude/phase

4

MXR

RS

Membrane force in x - real/mag. part

5

MYR

RS

Membrane force in y - real/mag. part

6

MXYR

RS

Membrane force in xy - real/mag. part

7

BMXR

RS

Bending moment in x - real/mag. part

8

BMYR

RS

Bending moment in y - real/mag. part

9

BMXYR

RS

Bending moment in xy - real/mag. part

10

TXR

RS

Shear force in x - real/mag. part

11

TYR

RS

Shear force in y - real/mag. part

12

MXI

RS

Membrane force in x - imag./phase part

13

MYI

RS

Membrane force in y - imag./phase part

14

MXYI

RS

Membrane force in xy - imag./phase part

15

BMXI

RS

Bending moment in x - imag./phase part

16

BMYI

RS

Bending moment in y - imag./phase part

17

BMXYI

RS

Bending moment in xy - imag./phase part

18

TXI

RS

Shear force in x - imag./phase part

19

TYI

RS

Shear force in y - imag./phase part

End TCODE,7 Words 3 through max repeat 005 times ELTYPE =83

2-90

Acoustic absorber element (CHACAB)

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

UNDEF

None

ELTYPE =84 2

Acoustic barrier element (CHACBR) UNDEF

ELTYPE =85 2

UNDEF

UNDEF

None Nonlinear TUBE

UNDEF

ELTYPE =88 2

None Nonlinear GAP

ELTYPE =87 2

None Nonlinear TETRA

ELTYPE =86 2

None Nonlinear TRIA3

UNDEF

ELTYPE =89

None Nonlinear ROD

2

UNDEF

None

Word

Name

Type

ELTYPE =90 2

UNDEF

None Nonlinear PENTA

UNDEF

ELTYPE =92 2

Description

Nonlinear QUAD4

ELTYPE =91 2

Description

None Nonlinear CONROD

UNDEF

ELTYPE =93

None Acoustics in HEXA

2

AXR

RS

3

AYR

RS

4

AZR

RS

5

VXR

RS

6

VYR

RS

NX Nastran 5 DMAP Updates and Additions

2-91

Chapter 2

Updated and New Datablocks

Word

Name

Type

7

VXR

RS

8

AXI

RS

9

AYI

RS

10

AZI

RS

11

VXI

RS

12

VYI

RS

13

VXI

RS

14

DB

RS

ELTYPE =94 2

Description

Nonlinear BEAM UNDEF

ELTYPE =95

None Composite quadrilateral plate element (CQUAD4)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

9

FFLAG

CHAR4

Failure flag

ELTYPE =96

Composite curved quadrilateral shell element (CQUAD8)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

2-92

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

9

FFLAG

CHAR4

Failure flag

ELTYPE =97

Composite triangular shell element (CTRIA3)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

9

FFLAG

CHAR4

Failure flag

ELTYPE =98

Composite curved triangular shell element (CTRIA6)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

9

FFLAG

CHAR4

Failure flag

ELTYPE =99

Unused

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =100

Simple beam element w/stations (CBAR with CBARAO or PLOAD1)

TCODE,7 =0 or 2

Real or Random Response

2

SD

RS

Station distance divided by length

3

BM1

RS

Bending moment plane 1

NX Nastran 5 DMAP Updates and Additions

2-93

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

4

BM2

RS

Bending moment plane 2

5

TS1

RS

Shear plane 1

6

TS2

RS

Shear plane 2

7

AF

RS

Axial force

8

TRQ

RS

Torque

TCODE,7 =1

Real/imaginary or magnitude/phase

2

SD

RS

Station distance divided by length

3

BM1R

RS

Bending moment plane 1 - real/mag. part

4

BM2R

RS

Bending moment plane 2 - real/mag. part

5

TP1R

RS

Shear plane 1 - real/mag. part

6

TP2R

RS

Shear plane 2 - real/mag. part

7

AFR

RS

Axial force - real/mag. part

8

TRQR

RS

Torque - real/mag. part

9

BM1I

RS

Bending moment plane 1 - imag./phase part

10

BM2I

RS

Bending moment plane 2 - imag./phase part

11

TS1I

RS

Shear plane 1 - imag./phase part

12

TS2I

RS

Shear plane 2 - imag./phase part

13

AFI

RS

Axial force - imag./phase part

14

TRQI

RS

Torque - imag./phase part

End TCODE,7 ELTYPE =101

Acoustic absorber element with freq. dependence (CAABSF)

2

IMPEDR

RS

Impedance - real/mag. part

3

IMPEDI

RS

Impedance - imag./phase part

4

ABSORB

RS

Absorption coefficient

ELTYPE =102

Generalized spring and damper element (CBUSH)

TCODE,7 =0 or 2

Real or Random Response

2-94

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

FX

RS

Force x

3

FY

RS

Force y

4

FZ

RS

Force z

5

MX

RS

Moment x

6

MY

RS

Moment y

7

MZ

RS

Moment z

TCODE,7 =1

Real/imaginary or magnitude/phase

2

FXR

RS

Force x - real/mag. part

3

FYR

RS

Force y - real/mag. part

4

FZR

RS

Force z - real/mag. part

5

MXR

RS

Moment x - real/mag. part

6

MYR

RS

Moment y - real/mag. part

7

MZR

RS

Moment z - real/mag. part

8

FXI

RS

Force x - imag./phase part

9

FYI

RS

Force y - imag./phase part

10

FZI

RS

Force z - imag./phase part

11

MXI

RS

Moment x - imag./phase part

12

MYI

RS

Moment y - imag./phase part

13

MZI

RS

Moment z - imag./phase part

End TCODE,7 ELTYPE =103

Quadrilateral shell element (QUADP)

2

None

UNDEF

ELTYPE =104

Triangular shell p-element (TRIAP)

2

None

UNDEF

ELTYPE =105

Beam p-element (BEAMP)

2

None

UNDEF

NX Nastran 5 DMAP Updates and Additions

2-95

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

ELTYPE =106

Scalar damper with material property (CDAMP5)

2

None

UNDEF

ELTYPE =107

Heat transfer boundary condition element - (CHBDYE)

2

NAME(2)

CHAR4

Element name

4

FAPPLIED

RS

Applied load

5

FREECONV

RS

Free convection

6

FORCECON

RS

Forced convection

7

FRAD

RS

Radiation

8

FTOTAL

RS

Total

ELTYPE =108

Heat transfer boundary condition element (CHBDYG)

2

NAME(2)

CHAR4

Element name

4

FAPPLIED

RS

Applied load

5

FREECONV

RS

Free convection

6

FORCECON

RS

Forced convection

7

FRAD

RS

Radiation

8

FTOTAL

RS

Total

ELTYPE =109

Heat transfer boundary condition element (CHBDYP)

2

NAME(2)

CHAR4

Element name

4

FAPPLIED

RS

Applied load

5

FREECONV

RS

Free convection

6

FORCECON

RS

Forced convection

7

FRAD

RS

Radiation

8

FTOTAL

RS

Total

Word

Name

Type

Description

ELTYPE =110

CONV

2

None

2-96

UNDEF

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

ELTYPE =111

CONVM

2

None

UNDEF

ELTYPE =112

QBDY3

2

None

UNDEF

ELTYPE =113

QVECT

2

None

UNDEF

ELTYPE =114

QVOL

2

None

UNDEF

ELTYPE =115

Radbc

2

None

UNDEF

Description

ELTYPE =116

Slideline contact (SLIF1D)?

2

UNDEF

None

Word

Name

Type

ELTYPE =127

CQUAD

2

None

UNDEF

ELTYPE =128

CQUADX

2

None

UNDEF

Description

ELTYPE =129

RELUC - EMAS?

2

UNDEF

None

Word

Name

Type

ELTYPE =130

RES - EMAS?

2

None

UNDEF

Description

ELTYPE =131

TETRAE - EMAS?

2

None

UNDEF

ELTYPE =132

CTRIA

NX Nastran 5 DMAP Updates and Additions

2-97

Updated and New Datablocks

Chapter 2

Word

Name

Type

2

UNDEF

None

ELTYPE =133

CTRIAX

2

None

UNDEF

Description

ELTYPE =134

LINEOB - EMAS?

2

None

UNDEF

ELTYPE =135

LINXOB - EMAS?

2

None

UNDEF

ELTYPE =136

QUADOB - EMAS?

2

None

UNDEF

ELTYPE =137

TRIAOB - EMAS?

2

None

UNDEF

ELTYPE =138

LINEX - EMAS?

2

None

UNDEF

ELTYPE =139

Hyperelastic QUAD4FD

2

UNDEF

None

Word

Name

Type

ELTYPE =140

HEXA8FD

2

None

UNDEF

Description

ELTYPE =141

Six-sided solid p-element (HEXAP)

2

None

UNDEF

ELTYPE =142

Five-sided solid p-element (PENTAP)

2

None

UNDEF

ELTYPE =143

Four-sided solid p-element (TETRAP)

2

None

UNDEF

ELTYPE =144

Quadrilateral plate element for corner stresses (QUAD144)

2

CHAR4

2-98

TERM

NX Nastran 5 DMAP Updates and Additions

Character string "CEN/"

Updated and New Datablocks

Word

Name

Type

Description

3

GRID

I

Number of active grids (4) or corner grid ID

TCODE,7 =0 or 2

Real or Random Response

4

MX

RS

Membrane x

5

MY

RS

Membrane y

6

MXY

RS

Membrane xy

7

BMX

RS

Bending x

8

BMY

RS

Bending y

9

BMXY

RS

Bending xy

10

TX

RS

Shear x

11

TY

RS

Shear y

TCODE,7 =1

Real/imaginary or magnitude/phase

4

MXR

RS

Membrane x - real/mag. part

5

MYR

RS

Membrane y - real/mag. part

6

MXYR

RS

Membrane xy - real/mag. part

7

BMXR

RS

Bending x - real/mag. part

8

BMYR

RS

Bending y - real/mag. part

9

BMXYR

RS

Bending xy - real/mag. part

10

TXR

RS

Shear x - real/mag. part

11

TYR

RS

Shear y - real/mag. part

12

MXI

RS

Membrane x - imag./phase part

13

MYI

RS

Membrane y - imag./phase part

14

MXYI

RS

Membrane xy - imag./phase part

15

BMXI

RS

Bending x - imag./phase part

16

BMYI

RS

Bending y - imag./phase part

17

BMXYI

RS

Bending xy - imag./phase part

18

TXI

RS

Shear x - imag./phase part

NX Nastran 5 DMAP Updates and Additions

2-99

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

19

TYI

RS

Shear y - imag./phase part

End TCODE,7 Words 3 through max repeat 005 times ELTYPE =145

Six-sided solid display element (VUHEXA)

2

None

UNDEF

ELTYPE =146

Five-sided solid display element (VUPENTA)

2

None

UNDEF

ELTYPE =147

Four-sided solid display element (VUTETRA)

2

None

UNDEF

ELTYPE =148

HEXAM - EMAS?

2

None

UNDEF

ELTYPE =149

PENTAM - EMAS?

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =150

TETRAM - EMAS?

2

None

UNDEF

ELTYPE =151

QUADM - EMAS?

2

None

UNDEF

ELTYPE =152

TRIAM - EMAS?

2

None

UNDEF

ELTYPE =153

QUADXM - EMAS?

2

None

UNDEF

ELTYPE =154

TRIAXM - EMAS?

2

None

UNDEF

ELTYPE =155

QUADPW - EMAS?

2

None

2-100

UNDEF

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =156

TRIAPW - EMAS?

2

None

UNDEF

ELTYPE =157

LINEPW - EMAS?

2

None

UNDEF

ELTYPE =158

QUADOBM - EMAS?

2

None

UNDEF

ELTYPE =159

TRIAOBM - EMAS?

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =160

Five-sided finite deformation solid element (PENTA6FD)

2

None

UNDEF

ELTYPE =161

Five-sided finite deformation solid element (TETRA4FD)

2

None

UNDEF

ELTYPE =162

Triangular finite deformation shell element (TRIA3FD)

2

None

UNDEF

ELTYPE =163

HEXAFD

2

None

UNDEF

ELTYPE =164

QUADFD

2

None

UNDEF

ELTYPE =165

PENTAFD

2

None

UNDEF

ELTYPE =166

TETRAFD

2

None

UNDEF

ELTYPE =167

TRIAFD

2

None

UNDEF

ELTYPE =168

TRIAX3FD

NX Nastran 5 DMAP Updates and Additions

2-101

Updated and New Datablocks

Chapter 2

Word

Name

Type

2

UNDEF

None

ELTYPE =169

TRIAXFD

2

UNDEF

None

Word

Name

Type

ELTYPE =170

QUADX4FD

2

None

UNDEF

ELTYPE =171

QUADXFD

2

None

UNDEF

Description

Description

ELTYPE =174

LINEOBM - EMAS

2

None

UNDEF

ELTYPE =175

LINXOBM - EMAS

2

None

UNDEF

ELTYPE =176

QUADWGM - EMAS

2

None

UNDEF

ELTYPE =177

TRIAWGM - EMAS

2

None

UNDEF

ELTYPE =178

QUADIB - EMAS

2

None

UNDEF

ELTYPE =179

TRIAIB - EMAS

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =180

LINEIB - EMAS

2

None

UNDEF

ELTYPE =181

LINXIB - EMAS

2

None

2-102

UNDEF

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =182

QUADIBM - EMAS

2

None

UNDEF

ELTYPE =183

TRIAIBM - EMAS

2

None

UNDEF

ELTYPE =184

LINEIBM - EMAS

2

None

UNDEF

ELTYPE =185

LINXIBM - EMAS

2

None

UNDEF

ELTYPE =186

QUADPWM - EMAS

2

None

UNDEF

ELTYPE =187

TRIAPWM - EMAS

2

None

UNDEF

ELTYPE =188

LINEPWM - EMAS

2

None

UNDEF

ELTYPE =189

Quadrilateral plate view element (VUQUAD)

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

4

ICORD

CHAR4

Flat/curved and so on

5

THETA

I

Material angle

6

UNDEF

None

TCODE,7 =0

Real

7

VUID

I

VU-grid identification number ID for corner

8

MFX

RS

Membrane force x

9

MFY

RS

Membrane force y

10

MFXY

RS

Membrane force xy

11

UNDEF(3 )

None

NX Nastran 5 DMAP Updates and Additions

2-103

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

14

BMX

RS

Bending moment x

15

BMY

RS

Bending moment y

16

BMXY

RS

Bending moment xy

17

SYZ

RS

Shear yz

18

SZX

RS

Shear zx

19

UNDEF

None

Words 7 through 19 repeat 004 times TCODE,7 =1

Real/imaginary or magnitude/phase

7

VUID

I

VU-grid identification number for corner

8

MFXR

RS

Membrane force x real/mag.

9

MFYR

RS

Membrane force y real/mag.

10

MFXYR

RS

Membrane force xy real/mag.

11

UNDEF(3 )

None

14

BMXR

RS

Bending moment x real/mag.

15

BMYR

RS

Bending moment y real/mag.

16

BMXYR

RS

Bending moment xy real/mag.

17

SYZR

RS

Shear yz real/mag.

18

SZXR

RS

Shear zx real/mag.

19

UNDEF

None

20

MFXI

RS

Membrane force x imag./phase

21

MFYI

RS

Membrane force y imag./phase

22

MFXYI

RS

Membrane force xy imag./phase

23

UNDEF(3 )

None

26

BMXI

RS

Bending moment x imag./phase

27

BMYI

RS

Bending moment y imag./phase

28

BMXYI

RS

Bending moment xy imag./phase

2-104

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

29

SYZI

RS

Shear yz imag./phase

30

SZXI

RS

Shear zx imag./phase

31

UNDEF

None

Words 7 through 31 repeat 004 times End TCODE,7 Word

Name

Type

Description

ELTYPE =190

Triangular shell view element (VUTRIA)

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

4

ICORD

CHAR4

Flat/curved and so on

5

THETA

I

Material angle

6

UNDEF

None

TCODE,7 =0

Real

7

VUID

I

VU grid ID for this corner

8

MFX

RS

Membrane force x

9

MFY

RS

Membrane force y

10

MFXY

RS

Membrane force xy

11

UNDEF(3 )

None

14

BMX

RS

Bending moment x

15

BMY

RS

Bending moment y

16

BMXY

RS

Bending moment xy

17

SYZ

RS

Shear yz

18

SZX

RS

Shear zx

19

UNDEF

None

Words 7 through 19 repeat 003 times TCODE,7 =1

Real/imaginary or magnitude/phase

NX Nastran 5 DMAP Updates and Additions

2-105

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

7

VUID

I

VU grid ID this corner

8

MFXR

RS

Membrane force x real/mag.

9

MFYR

RS

Membrane force y real/mag.

10

MFXYR

RS

Membrane force xy real/mag.

11

UNDEF(3 )

None

14

BMXR

RS

Bending moment x real/mag.

15

BMYR

RS

Bending moment y real/mag.

16

BMXYR

RS

Bending moment xy real/mag.

17

SYZR

RS

Shear yz real/mag.

18

SZXR

RS

Shear zx real/mag.

19

UNDEF

None

20

MFXI

RS

Membrane force x imag./phase

21

MFYI

RS

Membrane force y imag./phase

22

MFXYI

RS

Membrane force xy imag./phase

23

UNDEF(3 )

None

26

BMXI

RS

Bending moment x imag./phase

27

BMYI

RS

Bending moment y imag./phase

28

BMXYI

RS

Bending moment xy imag./phase

29

SYZI

RS

Shear yz imag./phase

30

SZXI

RS

Shear zx imag./phase

31

UNDEF

None

Words 7 through 31 repeat 003 times End TCODE,7 ELTYPE =191

Beam view element (VUBEAM)

2

PARENT

I

Parent p-element identification number

3

COORD

I

Coordinate system identification number

2-106

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

4

ICORD

CHAR4

Flat/curved and so on

TCODE,7 =0

Real

5

VUGRID

I

VU grid ID for output grid

6

POSIT

RS

x/L position of VU grid identification number

7

FORCEX

RS

Force x

8

SHEARY

RS

Shear force y

9

SHEARZ

RS

Shear force z

10

TORSION

RS

Torsional moment x

11

BENDY

RS

Bending moment y

12

BENDZ

RS

Bending moment z

TCODE,7 =1

Real/imaginary or magnitude/phase

5

VUGRID

I

VU grid identification number for output grid

6

POSIT

RS

x/L position of VU grid identification number

7

FORCEXR

RS

Force x real/mag.

8

SHEARYR

RS

Shear force y real/mag.

9

SHEARZR

RS

Shear force z real/mag.

10

TORSINR

RS

Torsional moment x real/mag.

11

BENDYR

RS

Bending moment y real/mag.

12

BENDZR

RS

Bending moment z real/mag.

13

FORCEXI

RS

Force x imag./phase

14

SHEARYI

RS

Shear force y imag./phase

15

SHEARZI

RS

Shear force z imag./phase

16

TORSINI

RS

Torsional moment x imag./phase

17

BENDYI

RS

Bending moment y imag./phase

18

BENDZI

RS

Bending moment z imag./phase

End TCODE,7

NX Nastran 5 DMAP Updates and Additions

2-107

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

Words 5 through max repeat 2 times ELTYPE =192

CVINT

2

None

UNDEF

ELTYPE =193

QUADFR - EMAS

2

None

UNDEF

ELTYPE =194

TRIAFR - EMAS

2

None

UNDEF

ELTYPE =195

LINEFR - EMAS

2

None

UNDEF

ELTYPE =196

LINXFR - EMAS

2

None

UNDEF

ELTYPE =197

GMINTS

2

None

UNDEF

ELTYPE =198

CNVPEL

2

None

UNDEF

ELTYPE =199

VUHBDY

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =200

CWELD

TCODE,7 =0 or 2

Real or Random Response

2

BM1A

RS

Bending moment end A plane 1

3

BM2A

RS

Bending moment end A plane 2

4

BM1B

RS

Bending moment end B plane 1

5

BM2B

RS

Bending moment end B plane 2

6

TS1

RS

Shear plane 1

7

TS2

RS

Shear plane 2

2-108

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

8

AF

RS

Axial Force

9

TRQ

RS

Torque

TCODE,7 =1

Real / Imaginary

2

BM1AR

RS

Bending moment end A plane 1 - real part

3

BM2AR

RS

Bending moment end A plane 2 - real part

4

BM1BR

RS

Bending moment end B plane 1 - real part

5

BM2BR

RS

Bending moment end B plane 2 - real part

6

TS1R

RS

Shear plane 1 - real part

7

TS2R

RS

Shear plane 2 - real part

8

AFR

RS

Axial force - real part

9

TRQR

RS

Torque - real part

10

BM1AI

RS

Bending moment end A plane 1 - imaginary part

11

BM2AI

RS

Bending moment end A plane 2 - imaginary part

12

BM1BI

RS

Bending moment end B plane 1 - imaginary part

13

BM2BI

RS

Bending moment end B plane 2 - imaginary part

14

TS1I

RS

Shear plane 1 - imaginary part

15

TS2I

RS

Shear plane 2 - imaginary part

16

AFI

RS

Axial Force - imaginary part

17

TRQI

RS

Torque - imaginary part

End TCODE,7 ELTYPE =201

CWELDC (and Nonlinear hyperelastic QUAD4FD ???)

TCODE,7 =0 or 2

Real or Random Response

2

BM1A

RS

Bending moment end A plane 1

3

BM2A

RS

Bending moment end A plane 2

NX Nastran 5 DMAP Updates and Additions

2-109

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

4

BM1B

RS

Bending moment end B plane 1

5

BM2B

RS

Bending moment end B plane 2

6

TS1

RS

Shear plane 1

7

TS2

RS

Shear plane 2

8

AF

RS

Axial Force

9

TRQ

RS

Torque

TCODE,7 =1

Real / Imaginary

2

BM1AR

RS

Bending moment end A plane 1 - real part

3

BM2AR

RS

Bending moment end A plane 2 - real part

4

BM1BR

RS

Bending moment end B plane 1 - real part

5

BM2BR

RS

Bending moment end B plane 2 - real part

6

TS1R

RS

Shear plane 1 - real part

7

TS2R

RS

Shear plane 2 - real part

8

AFR

RS

Axial force - real part

9

TRQR

RS

Torque - real part

10

BM1AI

RS

Bending moment end A plane 1 - imaginary part

11

BM2AI

RS

Bending moment end A plane 2 - imaginary part

12

BM1BI

RS

Bending moment end B plane 1 - imaginary part

13

BM2BI

RS

Bending moment end B plane 2 - imaginary part

14

TS1I

RS

Shear plane 1 - imaginary part

15

TS2I

RS

Shear plane 2 - imaginary part

16

AFI

RS

Axial Force - imaginary part

17

TRQI

RS

Torque - imaginary part

End TCODE,7

2-110

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =202

Nonlinear hyperelastic HEXA4FD

2

None

UNDEF

ELTYPE =203

Slideline contact (SLIF1D)? See also ELTYPE=116

2

None

UNDEF

ELTYPE =204 2

UNDEF

None

ELTYPE =205 2

UNDEF

None

ELTYPE =206

Hyperelastic triangular 3-noded nonlinear format (TRIA3FD) Gaus

2

None

UNDEF

ELTYPE =207

Hyperelastic hexahedron 20-noded nonlinear format (HEXAFD) Gaus

2

None

UNDEF

ELTYPE =208 2

UNDEF

None

ELTYPE =209 2

UNDEF

None

Word

Name

Type

Description

ELTYPE =210 2

UNDEF

None

ELTYPE =211 2

UNDEF

None

ELTYPE =212 2

UNDEF

None

ELTYPE =213 2

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-111

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

ELTYPE =214 2

UNDEF

None

ELTYPE =215 2

UNDEF

None

ELTYPE =216 2

UNDEF

None

ELTYPE =217

Hyperelastic triangular 3-noded nonlinear format (TRIA3FD) Grid

2

None

UNDEF

ELTYPE =218

Hyperelastic hexahedron 20-noded nonlinear format (HEXAFD) Grid

2

None

UNDEF

ELTYPE =219 2

UNDEF

None

Word

Name

Type

Description

ELTYPE =220 2

UNDEF

None

ELTYPE =221 2

UNDEF

None

ELTYPE =222 2

UNDEF

None

ELTYPE =223 2

UNDEF

None

ELTYPE =224

Nonlinear ELAS1

2

None

UNDEF

ELTYPE =225

Nonlinear ELAS3

2

None

2-112

UNDEF

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =226

Nonlinear BUSH

2

None

UNDEF

ELTYPE =227

Triangular shell element (CTRIAR)

TCODE,7 =0 or 2

Real or Random Response

2

MX

RS

Membrane in x

3

MY

RS

Membrane in y

4

MXY

RS

Membrane in xy

5

BMX

RS

Bending in x

6

BMY

RS

Bending in y

7

BMXY

RS

Bending in xy

8

TX

RS

Transverse Shear in x

9

TY

RS

Transverse Shear in y

Real/imaginary or magnitude/phase

TCODE,7 =1 2

MXR

RS

Membrane in x - real/mag. part

3

MYR

RS

Membrane in y - real/mag. part

4

MXYR

RS

Membrane in xy - real/mag. part

5

BMXR

RS

Bending in x - real/mag. part

6

BMYR

RS

Bending in y - real/mag. part

7

BMXYR

RS

Bending in xy - real/mag. part

8

TXR

RS

Transverse Shear in x - real/mag. part

9

TYR

RS

Transverse Shear in y - real/mag. part

10

MXI

RS

Membrane in x - imag./phase part

11

MYI

RS

Membrane in y - imag./phase part

12

MXYI

RS

Membrane in xy - imag./phase part

13

BMXI

RS

Bending in x - imag./phase part

14

BMYI

RS

Bending in y - imag./phase part

NX Nastran 5 DMAP Updates and Additions

2-113

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

15

BMXYI

RS

Bending in xy - imag./phase part

16

TXI

RS

Transverse Shear in x - imag./phase part

17

TYI

RS

Transverse Shear in y - imag./phase part

End TCODE,7 ELTYPE =228

Quadrilateral plate element (CQUADR)

TCODE,7 =0 or 2

Real or Random Response

2

MX

RS

Membrane in x

3

MY

RS

Membrane in y

4

MXY

RS

Membrane in xy

5

BMX

RS

Bending in x

6

BMY

RS

Bending in y

7

BMXY

RS

Bending in xy

8

TX

RS

Transverse Shear in x

9

TY

RS

Transverse Shear in y

TCODE,7 =1

Real/imaginary or magnitude/phase

2

MXR

RS

Membrane in x - real/mag. part

3

MYR

RS

Membrane in y - real/mag. part

4

MXYR

RS

Membrane in xy - real/mag. part

5

BMXR

RS

Bending in x - real/mag. part

6

BMYR

RS

Bending in y - real/mag. part

7

BMXYR

RS

Bending in xy - real/mag. part

8

TXR

RS

Transverse Shear in x - real/mag. part

9

TYR

RS

Transverse Shear in y - real/mag. part

10

MXI

RS

Membrane in x - imag./phase part

11

MYI

RS

Membrane in y - imag./phase part

12

MXYI

RS

Membrane in xy - imag./phase part

2-114

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

13

BMXI

RS

Bending in x - imag./phase part

14

BMYI

RS

Bending in y - imag./phase part

15

BMXYI

RS

Bending in xy - imag./phase part

16

TXI

RS

Transverse Shear in x - imag./phase part

17

TYI

RS

Transverse Shear in y - imag./phase part

Type

Description

End TCODE,7 Word

Name

ELTYPE =232

Composite quadrilateral plate element (CQUADR)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

9

FFLAG

CHAR4

Failure flag

ELTYPE =233

Composite triangular shell element (CTRIAR)

2

THEORY(2)

CHAR4

Theory

4

LAMID

I

Lamina number

5

FP

RS

Failure index for direct stresses

6

FM

CHAR4

Failure mode for maximum strain theory

7

FB

RS

Failure index for interlaminar shear stress or -1

8

FMAX

RS

Maximum of FP and FB or -1.

9

FFLAG

CHAR4

Failure flag

End ELTYPE End THERMAL

NX Nastran 5 DMAP Updates and Additions

2-115

Updated and New Datablocks

Chapter 2

Record 3 - TRAILER Word

Name

Type

1

UNDEF(6 )

None

Description

Notes: 1. The RECORD=IDENT and DATA pair is repeated for each subcase. 2. For CDAMPi and CVISC elements, force output is available only in frequency response. 3. For composite elements, ELTYPEs 95 through 98, OEF contains composite failure indices and the DATA record is repeated for each ply as well as each element. Also, if EID=-1, the OFP module prints a blank line.

OES Table of element stresses or strains

For all analysis types (real and complex) and SORT1 and SORT2 formats.

Record 0 - HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block Name

3

WORD

I

No Def or Month, Year, One, One

Word 3 repeats until End of Record Record 1 - IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach Code

2

TCODE(C)

I

Table Code

3

ELTYPE(C)

I

Element Type

4

SUBCASE

I

Subcase or Random identification number

TCODE,1 =1

Sort 1

ACODE,4 =01

Statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =02

2-116

Load set number

Real Eigenvalues

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

5

MODE

I

Mode Number

6

EIGN

RS

Eigenvalue

7

MODECYCL

F1

Mode or Cycle

ACODE,4 =03

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =04

Load set number

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

Load set number

Frequency

ACODE,4 =05 5

FREQ

RS

6

UNDEF(2 )

None

Frequency

Transient

ACODE,4 =06 5

TIME

RS

6

UNDEF(2 )

None

ACODE,4 =07

Time Step

Buckling Phase 0 (Pre-buckling)

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =08

Load set

Buckling Phase 1 (Post-buckling)

5

LSDVMN

I

Mode Number

6

EIGR

RS

Eigenvalue

7

UNDEF

None

ACODE,4 =09

Complex Eigenvalues

5

MODE

I

Mode

6

EIGR

RS

Eigenvalue (real)

7

EIGI

RS

Eigenvalue (imaginary)

NX Nastran 5 DMAP Updates and Additions

2-117

Updated and New Datablocks

Chapter 2

Name

Word ACODE,4 =10

Type

Description

Nonlinear statics

5

LFTSFQ

RS

6

UNDEF(2 )

None

ACODE,4 =11

Load step

Old geometric nonlinear statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =12

Load set

CONTRAN ? (Can appear as ACODE=6)

5

TIME

RS

6

UNDEF(2 )

None

Time step?

End ACODE,4 TCODE,1 =02

Sort 2

5

LSDVMN

I

6

UNDEF(2 )

None

Load set, mode number, time step, and so on

End TCODE,1 8

LOADSET

I

Load set number, Random code ID or Zero

9

FCODE

I

Format Code

10

NUMWDE(C)

I

Number of words per entry in DATA record

11

SCODE(C)

I

Stress/Strain code

12

PID (SOL 601 and 701 only)

I

Physical Property ID for SOL 601 & 701 only. UNDEF for all other SOLs

13

ELRESCS

I

Coordinate system in which stresses are written. Applicable to SOL 601/701, solid elements only. 0 = in element coordinate system (default) 1 = stresses are written according to CORDM

14

Q4CSTR

I

Corner Stress Flag

51

TITLE(32)

CHAR4

Title

2-118

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

Record 2 - DATA Word

Name

Type

Description

SORTCODE=1

Sort 1 - SortCode=((TCODE/1000)+2)/2

TCODE,1 =1

o

1

EKEY

I

Device code + 10*Point identification number

TCODE,1 =02

Sort 2

ACODE/10=01

Analysis type

ACODE,4 =01

n

1

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

RS

Frequency

RS

Time step

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

EKEY

ACODE,4 =02 1

EKEY

ACODE,4 =03 1

EKEY

ACODE,4 =04 1

EKEY

ACODE,4 =05 1

FREQ

ACODE,4 =06 1

TIME

ACODE,4 =07 1

EKEY

ACODE,4 =08 1

EKEY

ACODE,4 =09

NX Nastran 5 DMAP Updates and Additions

2-119

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

1

EKEY

I

Device code + 10* Point identification number

RS

Frequency or Time step

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

Type

Description

ACODE,4 =10 1

FQTS

ACODE,4 =11 1

EKEY

ACODE,4 =12 1

EKEY

End ACODE,4 End ACODE/10 Name

Word ELTYPE =00

Grid - OES1G table

2

MATID

I

Material identification number

3

NX1

RS

Normal in x at d1

4

NY1

RS

Normal in y at d1

5

TXY1

RS

Shear in xy at d1

6

SA1

RS

Theta ( Shear Angle ) at d1

7

MJRP1

RS

Major Principal at d1

8

MNRP1

RS

Minor Principal at d1

9

TMAX1

RS

Maximum Shear at d1

10

PCODE

I

10*interpolation points + projection code

11

NX2

RS

Normal in x at d2

12

NY2

RS

Normal in y at d2

13

TXY2

RS

Shear in xy at d2

14

SA2

RS

Theta ( Shear Angle ) at d2

15

MJRP2

RS

Major Principal at d2

16

MNRP2

RS

Minor Principal at d2

2-120

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

17

TMAX2

RS

Maximum Shear at d2

ELTYPE =01

Rod element (CROD)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

AE

RS

Axial Strain

3

MSA

RS

Axial Safety Margin*

4

TE

RS

Torsional Strain

5

MST

RS

Torsional Safety Margin*

TCODE,7 =1

Real / Imaginary

2

AER

RS

Axial Strain

3

AEI

RS

Axial Strain

4

TER

RS

Torsional Strain

5

TEI

RS

Torsional Strain

TCODE,7 =2

Random Response

2

AE

RS

Axial Strain

3

TE

RS

Torsional Strain

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

AS

RS

Axial Stress

3

MSA

RS

Axial Safety Margin*

4

TS

RS

Torsional Stress

5

MST

RS

Torsional Safety Margin*

TCODE,7 =1

Real / Imaginary

2

ASR

RS

Axial Stress

3

ASI

RS

Axial Stress

NX Nastran 5 DMAP Updates and Additions

2-121

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

4

TSR

RS

Torsional Stress

5

TSI

RS

Torsional Stress

TCODE,7 =2

Random Response

2

AS

RS

Axial Stress

3

TS

RS

Torsional Stress

End TCODE,7 End SCODE,6 ELTYPE =02

Beam element (CBEAM)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

EXC

RS

Long. Strain at Point C

5

EXD

RS

Long. Strain at Point D

6

EXE

RS

Long. Strain at Point E

7

EXF

RS

Long. Strain at Point F

8

EMAX

RS

Maximum stress

9

EMIN

RS

Minimum stress

10

MST

RS

Margin of Safety in Tension

11

MSC

RS

Margin of Safety in Compression

Words 2 through 11 repeat 011 times TCODE,7 =1

Real / Imaginary

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

ERCR

RS

Long. Strain at Point C

5

EXDR

RS

Long. Strain at Point D

2-122

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

6

EXER

RS

Long. Strain at Point E

7

EXFR

RS

Long. Strain at Point F

8

EXCI

RS

Long. Strain at Point C

9

EXDI

RS

Long. Strain at Point D

10

EXEI

RS

Long. Strain at Point E

11

EXFI

RS

Long. Strain at Point F

Words 2 through 11 repeat 011 times TCODE,7 =2

Random Response

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

EXC

RS

Long. Strain at Point C

5

EXD

RS

Long. Strain at Point D

6

EXE

RS

Long. Strain at Point E

7

EXF

RS

Long. Strain at Point F

Words 2 through 7 repeat 011 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

SXC

RS

Long. Stress at Point C

5

SXD

RS

Long. Stress at Point D

6

SXE

RS

Long. Stress at Point E

7

SXF

RS

Long. Stress at Point F

8

SMAX

RS

Maximum stress

9

SMIN

RS

Minimum stress

NX Nastran 5 DMAP Updates and Additions

2-123

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

10

MST

RS

Margin of Safety in Tension

11

MSC

RS

Margin of Safety in Compression

Words 2 through 11 repeat 011 times TCODE,7=1

Real/Imaginary

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

SRCR

RS

Long. Stress at Point C

5

SXDR

RS

Long. Stress at Point D

6

SXER

RS

Long. Stress at Point E

7

SXFR

RS

Long. Stress at Point F

8

SXCI

RS

Long. Stress at Point C

9

SXDI

RS

Long. Stress at Point D

10

SXEI

RS

Long. Stress at Point E

11

SXFI

RS

Long. Stress at Point F

Words 2 through 11 repeat 011 times TCODE,7 =2

Random Response

2

GRID

I

External Grid Point identification number

3

SD

RS

Station Distance/Length

4

SXC

RS

Long. Stress at Point C

5

SXD

RS

Long. Stress at Point D

6

SXE

RS

Long. Stress at Point E

7

SXF

RS

Long. Stress at Point F

Words 2 through 7 repeat 011 times End TCODE,7 End SCODE,6

2-124

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE=03

Tube element (CTUBE)

SCODE,6=0

Strain

TCODE,7 =0

Real

2

AE

RS

Axial Strain

3

MSA

RS

Axial Safety Margin*

4

TE

RS

Torsional Strain

5

MST

RS

Torsional Safety Margin*

TCODE,7=1

Real / Imaginary

2

AER

RS

Axial Strain

3

AEI

RS

Axial Strain

4

TER

RS

Torsional Strain

5

TEI

RS

Torsional Strain

TCODE,7 =2

Random Response

2

AE

RS

Axial Strain

3

TE

RS

Torsional Strain

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

AS

RS

Axial Stress

3

MSA

RS

Axial Safety Margin*

4

TS

RS

Torsional Stress

5

MST

RS

Torsional Safety Margin*

TCODE,7 =1

Real / Imaginary

2

ASR

RS

Axial Stress

3

ASI

RS

Axial Stress

4

TSR

RS

Torsional Stress

NX Nastran 5 DMAP Updates and Additions

2-125

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

TSI

RS

Torsional Stress

TCODE,7 =2

Random Response

2

AS

RS

Axial Stress

3

TS

RS

Torsional Stress

End TCODE,7 End SCODE,6 ELTYPE =04

Shear panel element (CSHEAR)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

ETMAX

RS

Maximum Shear

3

ETAVG

RS

Average Shear

4

MS

RS

Safety Margin*

TCODE,7 =1

Real / Imaginary

2

ETMAXR

RS

Maximum Shear

3

ETMAXI

RS

Maximum Shear

4

ETAVGR

RS

Average Shear

5

ETAVGI

RS

Average Shear

TCODE,7 =2

Random Response

2

ETMAX

RS

Maximum Shear

3

ETAVG

RS

Average Shear

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

TMAX

RS

Maximum Shear

3

TAVG

RS

Average Shear

4

MS

RS

Safety Margin*

2-126

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

TCODE,7 =1

Type

Description

Real / Imaginary

2

TMAXR

RS

Maximum Shear

3

TMAXI

RS

Maximum Shear

4

TAVGR

RS

Average Shear

5

TAVGI

RS

Average Shear

TCODE,7 =2

Random Response

2

TMAX

RS

Maximum Shear

3

TAVG

RS

Average Shear

End TCODE,7 End SCODE,6 ELTYPE =05 2

FORCE1/FORCE2/MOMENT1/MOMENT2 (follower stiffness) UNDEF

ELTYPE =06 2

Unused UNDEF

ELTYPE =07 2

None PLOAD4 (follower stiffness)

UNDEF

ELTYPE =08 2

None

None PLOADX1 (follower stiffness)

UNDEF

ELTYPE =09

None PLOAD and PLOAD2 (follower stiffness)

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =10

Rod element connection and property (CONROD)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

AE

RS

Axial Strain

NX Nastran 5 DMAP Updates and Additions

2-127

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

3

MSA

RS

Axial Safety Margin*

4

TE

RS

Torsional Strain

5

MST

RS

Torsional Safety Margin*

TCODE,7 =1

Real / Imaginary

2

AER

RS

Axial Strain

3

AEI

RS

Axial Strain

4

TER

RS

Torsional Strain

5

TEI

RS

Torsional Strain

TCODE,7 =2

Random Response

2

AE

RS

Axial Strain

3

TE

RS

Torsional Strain

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

AS

RS

Axial Stress

3

MSA

RS

Axial Safety Margin*

4

TS

RS

Torsional Stress

5

MST

RS

Torsional Safety Margin*

TCODE,7 =1

Real / Imaginary

2

ASR

RS

Axial Stress

3

ASI

RS

Axial Stress

4

TSR

RS

Torsional Stress

5

TSI

RS

Torsional Stress

TCODE,7 =2

Random Response

2

AS

RS

Axial Stress

3

TS

RS

Torsional Stress

2-128

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

End TCODE,7 End SCODE,6 ELTYPE =11

Scalar spring element (CELAS1)

SCODE,6 =0

Strain

TCODE,7 =0 or 2

Real or Random Response

2

RS

E

TCODE,7 =1

Real / Imaginary

2

ER

RS

3

EI

RS

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0 or 2

Real or Random Response

2

RS

S

TCODE,7 =1

Stress

Real / Imaginary

2

SR

RS

Stress

3

SI

RS

Stress

End TCODE,7 End SCODE,6 ELTYPE =12

Scalar spring element with properties (CELAS2)

SCODE,6 =0

Strain

TCODE,7 =0 or 2

Real or Random Response

2

RS

E

TCODE,7 =1

Real / Imaginary

2

ER

RS

3

EI

RS

End TCODE,7

NX Nastran 5 DMAP Updates and Additions

2-129

Updated and New Datablocks

Chapter 2

Name

Word

Type

Description

SCODE,6 =01

Stress

TCODE,7 =0 or 2

Real or Random Response

2

RS

S

TCODE,7 =1

Stress

Real/Imaginary

2

SR

RS

Stress

3

SI

RS

Stress

End TCODE,7 End SCODE,6 ELTYPE =13

Scalar spring element to scalar points only (CELAS3)

SCODE,6 =0

Strain

TCODE,7 =0 or 2

Real or Random Response

2

RS

E

TCODE,7 =1

Real / Imaginary

2

ER

RS

3

EI

RS

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0 or 2

Real or Random Response

2

S

RS

Stress

2

SR

RS

Stress

3

SI

RS

Stress

TCODE,7 =1

End TCODE,7 End SCODE,6 ELTYPE =14 2

2-130

Scalar spring element to scalar points only with properties (CELAS4) UNDEF

None

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

ELTYPE =15 2

UNDEF

UNDEF

None Unused (pre-V69 TRIA2 Same as TRIA1)

UNDEF

ELTYPE =18 2

None AEROBEAM

ELTYPE =17 2

None Unused (pre-V69 QUAD2 Same as TRIA1)

UNDEF

ELTYPE =19

None Unused (pre-V69 QUAD1 Same as TRIA1)

2

UNDEF

None

Word

Name

Type

ELTYPE =20 2

UNDEF

UNDEF

None Scalar damper to scalar points only (CDAMP3)

UNDEF

ELTYPE =23 2

None Scalar damper with properties (CDAMP2)

ELTYPE =22 2

Description

Scalar damper (CDAMP1)

ELTYPE =21 2

Description

AEROT3

ELTYPE =16 2

Type

None Scalar damper to scalar points only with properties (CDAMP4)

UNDEF

None

ELTYPE =24

Viscous damper (CVISC)

TCODE,7 =0

Real

2

UNDEF

TCODE,7 =1

None Real / Imaginary

2

ASR

RS

Axial Stress

3

ASI

RS

Axial Stress

4

TAUR

RS

Torque

NX Nastran 5 DMAP Updates and Additions

2-131

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

TAUI

RS

Torque

TCODE,7 =2

Random Response

2

AS

RS

Axial Stress

3

TAU

RS

Torque

End TCODE,7 ELTYPE =25 2

Scalar mass (CMASS1) UNDEF

ELTYPE =26 2

Scalar mass with properties (CMASS2) UNDEF

ELTYPE =27 2

None Scalar mass to scalar points only (CMASS3)

UNDEF

ELTYPE =28 2

None

None Scalar mass to scalar pts. only with properties (CMASS4)

UNDEF

ELTYPE =29

None Concentrated mass element - general form (CONM1)

2

UNDEF

None

Word

Name

Type

ELTYPE =30 2

Concentrated mass element - rigid body form (CONM2) UNDEF

ELTYPE =31 2

None Dummy plot element (PLOTEL)

UNDEF

ELTYPE =32 2

Description

None Unused

UNDEF

None

ELTYPE =33

Quadrilateral plate element (CQUAD4)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

2-132

FD1

RS

NX Nastran 5 DMAP Updates and Additions

Z1 = Fibre Distance

Updated and New Datablocks

Word

Name

Type

Description

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

EA1

RS

Theta ( Shear Angle ) at Z1

7

EMJRP1

RS

Major Principal at Z1

8

EMNRP1

RS

Minor Principal at Z1

9

EMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

EX2

RS

Normal in x at Z2

12

EY2

RS

Normal in y at Z2

13

EXY2

RS

Shear in xy at Z2

14

EA2

RS

Theta (Shear Angle) at Z2

15

EMJRP2

RS

Major Principal at Z2

16

EMNRP2

RS

Minor Principal at Z2

17

EMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

EX1R

RS

Normal in x at Z1

4

EX1I

RS

Normal in x at Z1

5

EY1R

RS

Normal in y at Z1

6

EY1I

RS

Normal in y at Z1

7

EXY1R

RS

Shear in xy at Z1

8

EXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

EX2R

RS

Normal in x at Z2

11

EX2I

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-133

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

12

EY2R

RS

Normal in y at Z2

13

EY2I

RS

Normal in y at Z2

14

EXY2R

RS

Shear in xy at Z2

15

EXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

EX2

RS

Normal in x at Z2

8

EY2

RS

Normal in y at Z2

9

EXY2

RS

Shear in xy at Z2

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

SA1

RS

Theta ( Shear Angle ) at Z1

7

SMJRP1

RS

Major Principal at Z1

8

SMNRP1

RS

Minor Principal at Z1

9

SMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

SX2

RS

Normal in x at Z2

2-134

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

12

SY2

RS

Normal in y at Z2

13

TXY2

RS

Shear in xy at Z2

14

SA2

RS

Theta (Shear Angle) at Z2

15

SMJRP2

RS

Major Principal at Z2

16

SMNRP2

RS

Minor Principal at Z2

17

SMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

SX1R

RS

Normal in x at Z1

4

SX1I

RS

Normal in x at Z1

5

SY1R

RS

Normal in y at Z1

6

SY1I

RS

Normal in y at Z1

7

TXY1R

RS

Shear in xy at Z1

8

TXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

SX2R

RS

Normal in x at Z2

11

SX2I

RS

Normal in x at Z2

12

SY2R

RS

Normal in y at Z2

13

SY2I

RS

Normal in y at Z2

14

TXY2R

RS

Shear in xy at Z2

15

TXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

NX Nastran 5 DMAP Updates and Additions

2-135

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

6

FD2

RS

Z2 = Fibre Distance

7

SX2

RS

Normal in x at Z2

8

SY2

RS

Normal in y at Z2

9

TXY2

RS

Shear in xy at Z2

End TCODE,7 End SCODE,6 ELTYPE =34

Simple beam element (CBAR and see also ELTYPE=100)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

EX1A

RS

SA1

3

EX2A

RS

SA2

4

EX3A

RS

SA3

5

EX4A

RS

SA4

6

AE

RS

Axial

7

EBMAXA

RS

SA maximum

8

EBMINA

RS

SA minimum

9

MST

RS

Safety Margin in Tension*

10

EXIB

RS

SB1

11

EX2B

RS

SB2

12

EX3B

RS

SB3

13

EX4B

RS

SB4

14

EBMAXB

RS

SB maximum

15

EBMINB

RS

SB minimum

16

MSC

RS

Safety Margin in Comp*

TCODE,7 =1 2

2-136

Real / Imaginary EX1AR

RS

NX Nastran 5 DMAP Updates and Additions

SA1

Updated and New Datablocks

Word

Name

Type

Description

3

EX2AR

RS

SA2

4

EX3AR

RS

SA3

5

EX4AR

RS

SA4

6

AER

RS

Axial

7

EX1AI

RS

SA1

8

EX2AI

RS

SA2

9

EX3AI

RS

SA3

10

EX4AI

RS

SA4

11

AEI

RS

Axial

12

EX1BR

RS

SB1

13

EX2BR

RS

SB2

14

EX3BR

RS

SB3

15

EX4BR

RS

SB4

16

EX1BI

RS

SB1

17

EX2BI

RS

SB2

18

EX3BI

RS

SB3

19

EX4BI

RS

SB4

TCODE,7 =2

Random Response

2

EX1A

RS

SA1

3

EX2A

RS

SA2

4

EX3A

RS

SA3

5

EX4A

RS

SA4

6

AE

RS

Axial

7

EX1B

RS

SB1

8

EX2B

RS

SB2

9

EX3B

RS

SB3

NX Nastran 5 DMAP Updates and Additions

2-137

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

10

EX4B

RS

SB4

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

SX1A

RS

SA1

3

SX2A

RS

SA2

4

SX3A

RS

SA3

5

SX4A

RS

SA4

6

AS

RS

Axial

7

BMAXA

RS

SA maximum

8

BMINA

RS

SA minimum

9

MST

RS

Safety Margin in Tension

10

SX1B

RS

SB1

11

SX2B

RS

SB2

12

SX3B

RS

SB3

13

SX4B

RS

SB4

14

BMAXB

RS

SB maximum

15

BMINB

RS

SB minimum

16

MSC

RS

Safety Margin in Comp*

TCODE,7 =1

Real / Imaginary

2

SX1AR

RS

SA1

3

SX2AR

RS

SA2

4

SX3AR

RS

SA3

5

SX4AR

RS

SA4

6

ASR

RS

Axial

7

SX1AI

RS

SA1

2-138

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

8

SX2AI

RS

SA2

9

SX3AI

RS

SA3

10

SX4AI

RS

SA4

11

ASI

RS

Axial

12

SX1BR

RS

SB1

13

SX2BR

RS

SB2

14

SX3BR

RS

SB3

15

SX4BR

RS

SB4

16

SX1BI

RS

SB1

17

SX2BI

RS

SB2

18

SX3BI

RS

SB3

19

SX4BI

RS

SB4

TCODE,7 =2

Random Response

2

SX1A

RS

SA1

3

SX2A

RS

SA2

4

SX3A

RS

SA3

5

SX4A

RS

SA4

6

AS

RS

Axial

7

SX1B

RS

SB1

8

SX2B

RS

SB2

9

SX3B

RS

SB3

10

SX4B

RS

SB4

End TCODE,7 End SCODE,6 ELTYPE =35

Axisymmetric shell element (CCONEAX)

SCODE,6 =0

Strain

NX Nastran 5 DMAP Updates and Additions

2-139

Updated and New Datablocks

Chapter 2

Name

Word TCODE,7 =0

Type

Description

Real

2

HOPA

RS

Harmonic or point angle

3

FD1

RS

Z1=Fibre Distance

4

EU1

RS

Normal in u at z1

5

EV1

RS

Normal in v at z1

6

ET1

RS

Shear in uv at z1

7

A1

RS

Theta (Shear Angle) at z1

8

EMJRP1

RS

Major Principal at z1

9

EMNRP1

RS

Minor Principal at z1

10

ETMAX1

RS

Maximum Shear at z1

11

FD2

RS

Z2=Fibre Distance

12

EU2

RS

Normal in u at z2

13

EV2

RS

Normal in v at z2

14

ET2

RS

Shear in uv at z2

15

A2

RS

Theta (Shear Angle) at z2

16

EMJRP2

RS

Major Principal at z2

17

EMNRP2

RS

Minor Principal at z2

18

ETMAX2

RS

Maximum Shear at z2

TCODE,7 =1 2

Real / Imaginary UNDEF

TCODE,7 =2 2

None Random Response

UNDEF

None

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

2-140

HOPA

RS

NX Nastran 5 DMAP Updates and Additions

Harmonic or point angle

Updated and New Datablocks

Word

Name

Type

Description

3

FD1

RS

Z1=Fibre Distance

4

SU1

RS

Normal in u at z1

5

SV1

RS

Normal in v at z1

6

ST1

RS

Shear in uv at z1

7

A1

RS

Theta (Shear Angle) at z1

8

SMJRP1

RS

Major Principal at z1

9

SMNRP1

RS

Minor Principal at z1

10

STMAX1

RS

Maximum Shear at z1

11

FD2

RS

Z2=Fibre Distance

12

SU2

RS

Normal in u at z2

13

SV2

RS

Normal in v at z2

14

ST2

RS

Shear in uv at z2

15

A2

RS

Theta (Shear Angle) at z2

16

SMJRP2

RS

Major Principal at z2

17

SMNRP2

RS

Minor Principal at z2

18

STMAX2

RS

Maximum Shear at z2

TCODE,7 =1 2

Real / Imaginary UNDEF

TCODE,7 =2 2

None Random Response

UNDEF

None

End TCODE,7 End SCODE,6 ELTYPE =36 2

Unused (Pre-V69 CTRIARG) UNDEF

ELTYPE =37 2

None Unused (Pre-V69 CTRAPRG)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-141

Updated and New Datablocks

Chapter 2

Name

Word ELTYPE =38

Type

Description

Gap element (CGAP)

2

FX

RS

?

3

SFY

RS

?

4

SFZ

RS

?

5

U

RS

?

6

V

RS

?

7

W

RS

?

8

SV

RS

?

9

SW

RS

?

ELTYPE =39

Tetra

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid ID (0=center)

6

EX

RS

Normal in x

7

ETXY

RS

Shear in xy

8

EP1

RS

First principal stress

9

P1X

RS

First principal x cosine

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

EPR

RS

Mean pressure

13

EOCT

RS

Octahedral shear stress

14

EY

RS

Normal in y

15

ETYZ

RS

Shear in yz

2-142

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

16

EP2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

EZ

RS

Normal in z

21

ETZX

RS

Shear in zx

22

EP3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 005 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid ID (0=center)

6

EXR

RS

Normal in x

7

EYR

RS

Normal in y

8

EZR

RS

Normal in z

9

ETXYR

RS

Shear in xy

10

ETYZR

RS

Shear in yz

11

ETZXR

RS

Shear in zx

12

EXI

RS

Normal in x

13

EYI

RS

Normal in y

14

EZI

RS

Normal in z

15

ETXYI

RS

Shear in xy

NX Nastran 5 DMAP Updates and Additions

2-143

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

16

ETYZI

RS

Shear in yz

17

ETZXI

RS

Shear in zx

Words 5 through 17 repeat 005 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid ID (0=center)

6

EX

RS

Normal in x

7

EY

RS

Normal in y

8

EZ

RS

Normal in z

9

ETXY

RS

Shear in xy

10

ETYZ

RS

Shear in yz

11

ETZX

RS

Shear in zx

Words 5 through 11 repeat 005 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

TXY

RS

Shear in xy

8

P1

RS

First principal stress

9

P1X

RS

First principal x cosine

2-144

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

PR

RS

Mean pressure

13

OCT

RS

Octahedral shear stress

14

SY

RS

Normal in y

15

TYZ

RS

Shear in yz

16

P2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

SZ

RS

Normal in z

21

TZX

RS

Shear in zx

22

P3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 005 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SXR

RS

Normal in x

7

SYR

RS

Normal in y

8

SZR

RS

Normal in z

9

TXYR

RS

Shear in xy

NX Nastran 5 DMAP Updates and Additions

2-145

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

10

TYZR

RS

Shear in yz

11

TZXR

RS

Shear in zx

12

SXI

RS

Normal in x

13

SYI

RS

Normal in y

14

SZI

RS

Normal in z

15

TXYI

RS

Shear in xy

16

TYZI

RS

Shear in yz

17

TZXI

RS

Shear in zx

Words 5 through 17 repeat 005 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

SY

RS

Normal in y

8

SZ

RS

Normal in z

9

TXY

RS

Shear in xy

10

TYZ

RS

Shear in yz

11

TZX

RS

Shear in zx

Words 5 through 11 repeat 005 times End TCODE,7 End SCODE,6 Name

Word

Type

Description

ELTYPE =40

Rod type spring and damper (CBUSH1D)

TCODE,7 =0

Real

2-146

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

FE

RS

Element Force

3

UE

RS

Axial Displacement

4

VE

RS

Axial Velocity*

5

AS

RS

Axial Stress*

6

AE

RS

Axial Strain*

7

EP

RS

Plastic Strain*

8

FAIL

I

Failed Element Flag

TCODE,7 =1

Real / Imaginary

2

FER

RS

Element Force

3

UER

RS

Axial Displacement

4

ASR

RS

Axial Stress*

5

AER

RS

Axial Strain*

6

FEI

RS

Element Force

7

UEI

RS

Axial Displacement

8

ASI

RS

Axial Stress*

9

AEI

RS

Axial Strain*

TCODE,7 =2

Random Response

2

FE

RS

Element Force

3

UE

RS

Axial Displacement

4

AS

RS

Axial Stress*

5

AE

RS

Axial Strain*

End TCODE,7 ELTYPE =41 2

Unused (Pre-V69 CHEXA1) UNDEF

ELTYPE =42 2

None Unused (Pre-V69 CHEXA2)

UNDEF

None

NX Nastran 5 DMAP Updates and Additions

2-147

Updated and New Datablocks

Chapter 2

Name

Word ELTYPE =43 2 ELTYPE =44

ELTYPE =45

None Fluid element with 4 points (CFLUID4)

UNDEF

ELTYPE =46 2

None Fluid element with 3 points (CFLUID3)

UNDEF

2

Description

Fluid element with 2 points (CFLUID2) UNDEF

2

Type

None Cflmass

UNDEF

None

ELTYPE =47

Fluid element with 2 points (CAXIF2)

TCODE,7 =0 or 2

Real or Random Response

2

RA

RS

Radial Axis

3

AA

RS

Axial Axis

4

TE

RS

Tangential Edge

5

CE

RS

Circumferential Edge

TCODE,7 =1

Real / Imaginary

2

RAR

RS

Radial Axis

3

AAR

RS

Axial Axis

4

TER

RS

Tangential Edge

5

CER

RS

Circumferential Edge

6

RAI

RS

Radial Axis

7

AAI

RS

Axial Axis

8

TEI

RS

Tangential Edge

9

CEI

RS

Circumferential Edge

End TCODE,7 ELTYPE =48

Fluid element with 3 points (CAXIF3)

TCODE,7 =0 or 2

Real or Random Response

2-148

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

RC

RS

Radial centroid

3

CC

RS

Circumferential centroid

4

AC

RS

Axial centroid

5

TE1

RS

Tangential edge 1

6

CE1

RS

Circumferential edge 1

7

TE2

RS

Tangential edge 2

8

CE2

RS

Circumferential edge 2

9

TE3

RS

Tangential edge 3

10

CE3

RS

Circumferential edge 3

TCODE,7 =1

Real / Imaginary

2

RCR

RS

Radial centroid

3

CCR

RS

Circumferential centroid

4

ACR

RS

Axial centroid

5

TE1R

RS

Tangential edge 1

6

CE1R

RS

Circumferential edge 1

7

TE2R

RS

Tangential edge 2

8

CE2R

RS

Circumferential edge 2

9

TE3R

RS

Tangential edge 3

10

CE3R

RS

Circumferential edge 3

11

RCI

RS

Radial centroid

12

CCI

RS

Circumferential centroid

13

ACR

RS

Axial centroid

14

TE1I

RS

Tangential edge 1

15

CE1I

RS

Circumferential edge 1

16

TE2I

RS

Tangential edge 2

17

CE2I

RS

Circumferential edge 2

NX Nastran 5 DMAP Updates and Additions

2-149

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

18

TE3I

RS

Tangential edge 3

19

CE3I

RS

Circumferential edge 3

End TCODE,7 ELTYPE =49

Fluid element with 4 points (CAXIF4)

TCODE,7 =0 or 2

Real or Random Response

2

RC

RS

Radial centroid

3

CC

RS

Circumferential centroid

4

AC

RS

Axial centroid

5

TE1

RS

Tangential edge 1

6

CE1

RS

Circumferential edge 1

7

TE2

RS

Tangential edge 2

8

CE2

RS

Circumferential edge 2

9

TE3

RS

Tangential edge 3

10

CE3

RS

Circumferential edge 3

11

TE4

RS

Tangential edge 4

12

CE4

RS

Circumferential edge 4

TCODE,7 =1

Real / Imaginary

2

RCR

RS

Radial centroid

3

CCR

RS

Circumferential centroid

4

ACR

RS

Axial centroid

5

TE1R

RS

Tangential edge 1

6

CE1R

RS

Circumferential edge 1

7

TE2R

RS

Tangential edge 2

8

CE2R

RS

Circumferential edge 2

9

TE3R

RS

Tangential edge 3

10

CE3R

RS

Circumferential edge 3

2-150

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

11

TE4R

RS

Tangential edge 4

12

CE4R

RS

Circumferential edge 4

13

RCI

RS

Radial centroid

14

CCI

RS

Circumferential centroid

15

ACR

RS

Axial centroid

16

TE1I

RS

Tangential edge 1

17

CE1I

RS

Circumferential edge 1

18

TE2I

RS

Tangential edge 2

19

CE2I

RS

Circumferential edge 2

20

TE3I

RS

Tangential edge 3

21

CE3I

RS

Circumferential edge 3

22

TE4I

RS

Tangential edge 4

23

CE4I

RS

Circumferential edge 4

Type

Description

End TCODE,7 Word

Name

ELTYPE =50

Three-point slot element (CSLOT3)

TCODE,7 =0 or 2

Real or Random Response

2

RC

RS

Radial centroid

3

AC

RS

Axial centroid

4

TE1

RS

Tangential edge 1

5

TE2

RS

Tangential edge 2

6

TE3

RS

Tangential edge 3

TCODE,7 =1

Real / Imaginary

2

RCR

RS

Radial centroid

3

ACR

RS

Axial centroid

4

TE1R

RS

Tangential edge 1

NX Nastran 5 DMAP Updates and Additions

2-151

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

TE2R

RS

Tangential edge 2

6

TE3R

RS

Tangential edge 3

7

RCI

RS

Radial centroid

8

ACI

RS

Axial centroid

9

TE1I

RS

Tangential edge 1

10

TE2I

RS

Tangential edge 2

11

TE3I

RS

Tangential edge 3

End TCODE,7 ELTYPE =51

Four-point slot element (CSLOT4)

TCODE,7 =0 or 2

Real or Random Response

2

RC

RS

Radial centroid

3

AC

RS

Axial centroid

4

TE1

RS

Tangential edge 1

5

TE2

RS

Tangential edge 2

6

TE3

RS

Tangential edge 3

7

TE4

RS

Tangential edge 4

TCODE,7 =1

Real / Imaginary

2

RCR

RS

Radial centroid

3

ACR

RS

Axial centroid

4

TE1R

RS

Tangential edge 1

5

TE2R

RS

Tangential edge 2

6

TE3R

RS

Tangential edge 3

7

TE4R

RS

Tangential edge 4

8

RCI

RS

Radial centroid

9

ACI

RS

Axial centroid

10

TE1I

RS

Tangential edge 1

2-152

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

11

TE2I

RS

Tangential edge 2

12

TE3I

RS

Tangential edge 3

13

TE4I

RS

Tangential edge 4

End TCODE,7 ELTYPE =52 2

Heat transfer plot element for CHBDYG and CHBDYP UNDEF

None

ELTYPE =53

Axisymmetric triangular element (CTRIAX6)

TCODE,7 =0

Real

2

LOC

I

Location Code

3

RS

RS

Radial Stress

4

AZS

RS

Azimuthal Stress

5

AS

RS

Axial Stress

6

SS

RS

Shear Stress

7

MAXP

RS

Maximum Principal

8

TMAX

RS

Maximum Shear

9

OCTS

RS

Octahedral

Words 2 through 9 repeat 004 times TCODE,7 =1

Real / Imaginary

2

LOC

I

Location Code ?

3

RSR

RS

Radial Stress ?

4

RSI

RS

Radial Stress ?

5

AZSR

RS

Azimuthal Stress ?

6

AZSI

RS

Azimuthal Stress ?

7

ASR

RS

Axial Stress ?

8

ASI

RS

Axial Stress ?

9

SSR

RS

Shear Stress ?

NX Nastran 5 DMAP Updates and Additions

2-153

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

10

SSI

RS

Shear Stress ?

Words 2 through 10 repeat 004 times TCODE,7 =2

Random Response

2

LOC

I

Location Code ?

3

RS

RS

Radial Stress ?

4

AZS

RS

Azimuthal Stress ?

5

AS

RS

Axial Stress ?

6

SS

RS

Shear Stress ?

Words 2 through 6 repeat 004 times End TCODE,7 ELTYPE =54 2

Unused (Pre-V69 CTRIM6) UNDEF

None

ELTYPE =55

Three-point dummy element (CDUM3)

TCODE,7 =0 or 2

Real or Random Response

2

RS

S(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

SR(9)

RS

User defined - real/mag.

11

SI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =56

Four-point dummy element (CDUM4)

TCODE,7 =0 or 2

Real or Random Response

2

RS

S(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

SR(9)

RS

User defined - real/mag.

11

SI(9)

RS

User defined - mag./phase

End TCODE,7

2-154

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =57

Five-point dummy element (CDUM5)

TCODE,7 =0 or 2

Real or Random Response

2

RS

S(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

SR(9)

RS

User defined - real/mag.

11

SI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =58

Six-point dummy element (CDUM6)

TCODE,7 =0 or 2

Real or Random Response

2

RS

S(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

SR(9)

RS

User defined - real/mag.

11

SI(9)

RS

User defined - mag./phase

End TCODE,7 ELTYPE =59

Seven-point dummy element (CDUM7)

TCODE,7 =0 or 2

Real or Random Response

2

RS

S(9)

TCODE,7 =1

User defined

Real/imaginary or magnitude/phase

2

SR(9)

RS

User defined - real/mag.

11

SI(9)

RS

User defined - mag./phase

Type

Description

End TCODE,7 Word

Name

ELTYPE =60

Two-dimensional crack tip element (CRAC2D or CDUM8)

2

X

RS

X coordinate

3

Y

RS

Y coordinate

4

SX

RS

Normal X

NX Nastran 5 DMAP Updates and Additions

2-155

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

SY

RS

Normal Y

6

TXY

RS

Shear XY

7

KI

RS

Stress Intensity Factor KI

8

KII

RS

Stress Intensity Factor KII

9

S8

RS

?

10

S9

RS

?

ELTYPE =61

Three-dimensional crack tip element (CRAC3D or CDUM9)

2

X

RS

Normal X

3

Y

RS

Normal Y

4

Z

RS

Normal Z

5

TXY

RS

Shear XY

6

TYZ

RS

Shear YZ

7

TZX

RS

Shear ZX

8

KI

RS

Stress Intensity Factor KI

9

KII

RS

Stress Intensity Factor KII

10

KIII

RS

Stress Intensity Factor KIII

ELTYPE =62 2

Unused (Pre-V69 CQDMEM1) UNDEF

ELTYPE =63 2

None Unused (Pre-V69 CQDMEM2)

UNDEF

None

ELTYPE =64

Curved quadrilateral shell element (CQUAD8)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

2-156

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

EMJRP1

RS

Major Principal at Z1

10

EMNRP1

RS

Minor Principal at Z1

11

ETMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

EX2

RS

Normal in x at Z2

14

EY2

RS

Normal in y at Z2

15

ETXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

EMRPJ2

RS

Major Principal at Z2

18

EMNRP2

RS

Minor Principal at Z2

19

ETMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1R

RS

Normal in x at Z1

6

EX1I

RS

Normal in x at Z1

7

EY1R

RS

Normal in y at Z1

8

EY1I

RS

Normal in y at Z1

9

ETXY1R

RS

Shear in xy at Z1

10

ETXY1I

RS

Shear in xy at Z1

NX Nastran 5 DMAP Updates and Additions

2-157

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

11

FD2

RS

Fiber distance at Z2

12

EX2R

RS

Normal in x at Z2

13

EX2I

RS

Normal in x at Z2

14

EY2R

RS

Normal in y at Z2

15

EY2I

RS

Normal in y at Z2

16

ETXY2R

RS

Shear in xy at Z2

17

ETXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 005 times TCODE,7 =2

Random Response

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

EX2

RS

Normal in x at Z2

10

EY2

RS

Normal in y at Z2

11

ETXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 005 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

2-158

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

SMJRP1

RS

Major Principal at Z1

10

SMNRP1

RS

Minor Principal at Z1

11

TMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

SX2

RS

Normal in x at Z2

14

SY2

RS

Normal in y at Z2

15

TXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

SMJRP2

RS

Major Principal at Z2

18

SMNRP2

RS

Minor Principal at Z2

19

TMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

Number active grids identification numbers or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1R

RS

Normal in x at Z1

6

SX1I

RS

Normal in x at Z1

7

SY1R

RS

Normal in y at Z1

8

SY1I

RS

Normal in y at Z1

9

TXY1R

RS

Shear in xy at Z1

NX Nastran 5 DMAP Updates and Additions

2-159

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

10

TXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

SX2R

RS

Normal in x at Z2

13

SX2I

RS

Normal in x at Z2

14

SY2R

RS

Normal in y at Z2

15

SY2I

RS

Normal in y at Z2

16

TXY2R

RS

Shear in xy at Z2

17

TXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 005 times TCODE,7 =2

Random Response

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

EX2

RS

Normal in x at Z2

10

EY2

RS

Normal in y at Z2

11

ETXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 005 times End TCODE,7 End SCODE,6 ELTYPE =65 2

UNDEF

ELTYPE =66

2-160

Unused (Pre-V69 CHEX8) None Unused (Pre-V69 CHEX20)

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

UNDEF

None

ELTYPE =67

Hexa

SCODE,6 =0

Strain

TCODE,7 =0

Real

Description

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

EX

RS

Normal in x

7

ETXY

RS

Shear in xy

8

EP1

RS

First principal stress

9

P1X

RS

First principal x cosine

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

EPR

RS

Mean pressure

13

EOCT

RS

Octahedral shear stress

14

EY

RS

Normal in y

15

ETYZ

RS

Shear in yz

16

EP2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

EZ

RS

Normal in z

21

ETZX

RS

Shear in zx

22

EP3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

NX Nastran 5 DMAP Updates and Additions

2-161

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 009 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

EXR

RS

Normal in x

7

EYR

RS

Normal in y

8

EZR

RS

Normal in z

9

ETXYR

RS

Shear in xy

10

ETYZR

RS

Shear in yz

11

ETZXR

RS

Shear in zx

12

EXI

RS

Normal in x

13

EYI

RS

Normal in y

14

EZI

RS

Normal in z

15

ETXYI

RS

Shear in xy

16

ETYZI

RS

Shear in yz

17

ETZXI

RS

Shear in zx

Words 5 through 17 repeat 009 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

2-162

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

6

EX

RS

Normal in x

7

EY

RS

Normal in y

8

EZ

RS

Normal in z

9

ETXY

RS

Shear in xy

10

ETYZ

RS

Shear in yz

11

ETZX

RS

Shear in zx

Words 5 through 11 repeat 009 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

TXY

RS

Shear in xy

8

P1

RS

First principal stress

9

P1X

RS

First principal x cosine

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

PR

RS

Mean pressure

13

OCT

RS

Octahedral shear stress

14

SY

RS

Normal in y

15

TYZ

RS

Shear in yz

16

P2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

NX Nastran 5 DMAP Updates and Additions

2-163

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

SZ

RS

Normal in z

21

TZX

RS

Shear in zx

22

P3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 009 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SXR

RS

Normal in x

7

SYR

RS

Normal in y

8

SZR

RS

Normal in z

9

TXYR

RS

Shear in xy

10

TYZR

RS

Shear in yz

11

TZXR

RS

Shear in zx

12

SXI

RS

Normal in x

13

SYI

RS

Normal in y

14

SZI

RS

Normal in z

15

TXYI

RS

Shear in xy

16

TYZI

RS

Shear in yz

17

TZXI

RS

Shear in zx

2-164

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

Words 5 through 17 repeat 009 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

SY

RS

Normal in y

8

SZ

RS

Normal in z

9

TXY

RS

Shear in xy

10

TYZ

RS

Shear in yz

11

TZX

RS

Shear in zx

Words 5 through 11 repeat 009 times End TCODE,7 End SCODE,6 ELTYPE =68

Penta

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

EX

RS

Normal in x

7

ETXY

RS

Shear in xy

8

EP1

RS

First principal stress

9

P1X

RS

First principal x cosine

NX Nastran 5 DMAP Updates and Additions

2-165

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

EPR

RS

Mean pressure

13

EOCT

RS

Octahedral shear stress

14

EY

RS

Normal in y

15

ETYZ

RS

Shear in yz

16

EP2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

EZ

RS

Normal in z

21

ETZX

RS

Shear in zx

22

EP3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 007 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

EXR

RS

Normal in x

7

EYR

RS

Normal in y

8

EZR

RS

Normal in z

9

ETXYR

RS

Shear in xy

2-166

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

ETYZR

RS

Shear in yz

11

ETZXR

RS

Shear in zx

12

EXI

RS

Normal in x

13

EYI

RS

Normal in y

14

EZI

RS

Normal in z

15

ETXYI

RS

Shear in xy

16

ETYZI

RS

Shear in yz

17

ETZXI

RS

Shear in zx

Words 5 through 17 repeat 007 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

EX

RS

Normal in x

7

EY

RS

Normal in y

8

EZ

RS

Normal in z

9

ETXY

RS

Shear in xy

10

ETYZ

RS

Shear in yz

11

ETZX

RS

Shear in zx

Words 5 through 11 repeat 007 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate Type (BCD)

NX Nastran 5 DMAP Updates and Additions

2-167

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

TXY

RS

Shear in xy

8

P1

RS

First principal stress

9

P1X

RS

First principal x cosine

10

P2X

RS

Second principal x cosine

11

P3X

RS

Third principal x cosine

12

PR

RS

Mean pressure

13

OCT

RS

Octahedral shear stress

14

SY

RS

Normal in y

15

TYZ

RS

Shear in yz

16

P2

RS

Second principal stress

17

P1Y

RS

First principal y cosine

18

P2Y

RS

Second principal y cosine

19

P3Y

RS

Third principal y cosine

20

SZ

RS

Normal in z

21

TZX

RS

Shear in zx

22

P3

RS

Third principal stress

23

P1Z

RS

First principal z cosine

24

P2Z

RS

Second principal z cosine

25

P3Z

RS

Third principal z cosine

Words 5 through 25 repeat 007 times TCODE,7 =1

Real / Imaginary

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

2-168

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SXR

RS

Normal in x

7

SYR

RS

Normal in y

8

SZR

RS

Normal in z

9

TXYR

RS

Shear in xy

10

TYZR

RS

Shear in yz

11

TZXR

RS

Shear in zx

12

SXI

RS

Normal in x

13

SYI

RS

Normal in y

14

SZI

RS

Normal in z

15

TXYI

RS

Shear in xy

16

TYZI

RS

Shear in yz

17

TZXI

RS

Shear in zx

Words 5 through 17 repeat 007 times TCODE,7 =2

Random Response

2

CID

I

Stress Coordinate System

3

CTYPE

CHAR4

Coordinate System Type (BCD)

4

NODEF

I

Number of Active Points

5

GRID

I

External grid identification number (0=center)

6

SX

RS

Normal in x

7

SY

RS

Normal in y

8

SZ

RS

Normal in z

9

TXY

RS

Shear in xy

10

TYZ

RS

Shear in yz

11

TZX

RS

Shear in zx

NX Nastran 5 DMAP Updates and Additions

2-169

Updated and New Datablocks

Chapter 2

Name

Word

Type

Description

Words 5 through 11 repeat 007 times End TCODE,7 End SCODE,6 ELTYPE =69

Curved beam or pipe element (CBEND)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

EC

RS

Long. strain at Point C

5

ED

RS

Long. strain at Point D

6

EE

RS

Long. strain at Point E

7

EF

RS

Long. strain at Point F

8

EMAX

RS

Maximum strain

9

EMIN

RS

Minimum strain

10

MST

RS

Margin of Safety in Tension

11

MSC

RS

Margin of Safety in Compression

Words 2 through 11 repeat 002 times TCODE,7 =1

Real / Imaginary

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

ECR

RS

Long. strain at Point C

5

EDR

RS

Long. strain at Point D

6

EER

RS

Long. strain at Point E

7

EFR

RS

Long. strain at Point F

8

ECI

RS

Long. strain at Point C

9

EDI

RS

Long. strain at Point D

2-170

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

EEI

RS

Long. strain at Point E

11

EFI

RS

Long. strain at Point F

Words 2 through 11 repeat 002 times TCODE,7 =2

Random Response

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

EC

RS

Long. strain at Point C

5

ED

RS

Long. strain at Point D

6

EE

RS

Long. strain at Point E

7

EF

RS

Long. strain at Point F

Words 2 through 7 repeat 002 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

SC

RS

Long. Stress at Point C

5

SD

RS

Long. Stress at Point D

6

SE

RS

Long. Stress at Point E

7

SF

RS

Long. Stress at Point F

8

SMAX

RS

Maximum stress

9

SMIN

RS

Minimum stress

10

MST

RS

Margin of Safety in Tension

11

MSC

RS

Margin of Safety in Compression

Words 2 through 11 repeat 002 times TCODE,7 =1

Real / Imaginary

NX Nastran 5 DMAP Updates and Additions

2-171

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

SCR

RS

Long. Stress at Point C

5

SDR

RS

Long. Stress at Point D

6

SER

RS

Long. Stress at Point E

7

SFR

RS

Long. Stress at Point F

8

SCI

RS

Long. Stress at Point C

9

SDI

RS

Long. Stress at Point D

10

SEI

RS

Long. Stress at Point E

11

SFI

RS

Long. Stress at Point F

Words 2 through 11 repeat 002 times TCODE,7 =2

Random Response

2

GRID

I

External Grid Point identification number

3

CA

RS

Circumferential Angle

4

SC

RS

Long. Stress at Point C

5

SD

RS

Long. Stress at Point D

6

SE

RS

Long. Stress at Point E

7

SF

RS

Long. Stress at Point F

Words 2 through 7 repeat 002 times End TCODE,7 End SCODE,6 Name

Word

Type

Description

ELTYPE =70

Triangular plate element (CTRIAR)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

2-172

TERM

CHAR4

NX Nastran 5 DMAP Updates and Additions

"CEN"

Updated and New Datablocks

Word

Name

Type

Description

3

GRID

I

Number active grids ID or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

EMJRP1

RS

Major Principal at Z1

10

EMNRP1

RS

Minor Principal at Z1

11

ETMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

EX2

RS

Normal in x at Z2

14

EY2

RS

Normal in y at Z2

15

ETXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

EMJRP2

RS

Major Principal at Z2

18

EMNRP2

RS

Minor Principal at Z2

19

ETMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 004 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1R

RS

Normal in x at Z1

6

EX1I

RS

Normal in x at Z1

7

EY1R

RS

Normal in y at Z1

NX Nastran 5 DMAP Updates and Additions

2-173

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

8

EY1I

RS

Normal in y at Z1

9

ETXY1R

RS

Shear in xy at Z1

10

ETXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

EX2R

RS

Normal in x at Z2

13

EX2I

RS

Normal in x at Z2

14

EY2R

RS

Normal in y at Z2

15

EY2I

RS

Normal in y at Z2

16

ETXY2R

RS

Shear in xy at Z2

17

ETXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 004 times TCODE,7 =2

Random Response

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

EX2

RS

Normal in x at Z2

10

EY2

RS

Normal in y at Z2

11

ETXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 004 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2-174

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

MJRP1

RS

Major Principal at Z1

10

MNRP1

RS

Minor Principal at Z1

11

TMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

SX2

RS

Normal in x at Z2

14

SY2

RS

Normal in y at Z2

15

TXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

MJRP2

RS

Major Principal at Z2

18

MNRP2

RS

Minor Principal at Z2

19

TMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 004 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1R

RS

Normal in x at Z1

6

SX1I

RS

Normal in x at Z1

NX Nastran 5 DMAP Updates and Additions

2-175

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

7

SY1R

RS

Normal in y at Z1

8

SY1I

RS

Normal in y at Z1

9

TXY1R

RS

Shear in xy at Z1

10

TXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

SX2R

RS

Normal in x at Z2

13

SX2I

RS

Normal in x at Z2

14

SY2R

RS

Normal in y at Z2

15

SY2I

RS

Normal in y at Z2

16

TXY2R

RS

Shear in xy at Z2

17

TXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 004 times TCODE,7 =2

Random Response

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

SX2

RS

Normal in x at Z2

10

SY2

RS

Normal in y at Z2

11

TXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 004 times End TCODE,7 End SCODE,6

2-176

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

ELTYPE =71 2

UNDEF

None AEROQ4

UNDEF

ELTYPE =73 2

Description

Unused

ELTYPE =72 2

Type

None Unused (Pre-V69 CFTUBE)

UNDEF

None

ELTYPE =74

Triangular shell element (CTRIA3)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

EA1

RS

Theta ( Shear Angle ) at Z1

7

EMJRP1

RS

Major Principal at Z1

8

EMNRP1

RS

Minor Principal at Z1

9

EMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

EX2

RS

Normal in x at Z2

12

EY2

RS

Normal in y at Z2

13

EXY2

RS

Shear in xy at Z2

14

EA2

RS

Theta (Shear Angle) at Z2

15

EMJRP2

RS

Major Principal at Z2

16

EMNRP2

RS

Minor Principal at Z2

17

EMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

NX Nastran 5 DMAP Updates and Additions

2-177

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

FD1

RS

Z1 = Fibre Distance

3

EX1R

RS

Normal in x at Z1

4

EX1I

RS

Normal in x at Z1

5

EY1R

RS

Normal in y at Z1

6

EY1I

RS

Normal in y at Z1

7

EXY1R

RS

Shear in xy at Z1

8

EXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

EX2R

RS

Normal in x at Z2

11

EX2I

RS

Normal in x at Z2

12

EY2R

RS

Normal in y at Z2

13

EY2I

RS

Normal in y at Z2

14

EXY2R

RS

Shear in xy at Z2

15

EXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

EX2

RS

Normal in x at Z2

8

EY2

RS

Normal in y at Z2

9

EXY2

RS

Shear in xy at Z2

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2-178

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

SA1

RS

Theta ( Shear Angle ) at Z1

7

SMJRP1

RS

Major Principal at Z1

8

SMNRP1

RS

Minor Principal at Z1

9

SMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

SX2

RS

Normal in x at Z2

12

SY2

RS

Normal in y at Z2

13

TXY2

RS

Shear in xy at Z2

14

SA2

RS

Theta (Shear Angle) at Z2

15

SMJRP2

RS

Major Principal at Z2

16

SMNRP2

RS

Minor Principal at Z2

17

TMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

SX1R

RS

Normal in x at Z1

4

SX1I

RS

Normal in x at Z1

5

SY1R

RS

Normal in y at Z1

6

SY1I

RS

Normal in y at Z1

7

TXY1R

RS

Shear in xy at Z1

8

TXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

SX2R

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-179

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

11

SX2I

RS

Normal in x at Z2

12

SY2R

RS

Normal in y at Z2

13

SY2I

RS

Normal in y at Z2

14

TXY2R

RS

Shear in xy at Z2

15

TXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

SX2

RS

Normal in x at Z2

8

SY2

RS

Normal in y at Z2

9

TXY2

RS

Shear in xy at Z2

End TCODE,7 End SCODE,6 ELTYPE =75

Curved triangular shell element (CTRIA6)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

2-180

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

9

EMJRP1

RS

Major Principal at Z1

10

EMNRP1

RS

Minor Principal at Z1

11

ETMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

EX2

RS

Normal in x at Z2

14

EY2

RS

Normal in y at Z2

15

ETXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

EMJRP2

RS

Major Principal at Z2

18

EMNRP2

RS

Minor Principal at Z2

19

ETMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 004 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1R

RS

Normal in x at Z1

6

EX1I

RS

Normal in x at Z1

7

EY1R

RS

Normal in y at Z1

8

EY1I

RS

Normal in y at Z1

9

ETXY1R

RS

Shear in xy at Z1

10

ETXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

EX2R

RS

Normal in x at Z2

13

EX2I

RS

Normal in x at Z2

14

EY2R

RS

Normal in y at Z2

NX Nastran 5 DMAP Updates and Additions

2-181

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

15

EY2I

RS

Normal in y at Z2

16

ETXY2R

RS

Shear in xy at Z2

17

ETXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 004 times TCODE,7 =2

Random Response

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

EX2

RS

Normal in x at Z2

10

EY2

RS

Normal in y at Z2

11

ETXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 004 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

2-182

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

8

A1

RS

Theta (Shear Angle) at Z1

9

SMJRP1

RS

Major Principal at Z1

10

SMNRP1

RS

Minor Principal at Z1

11

TMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

SX2

RS

Normal in x at Z2

14

SY2

RS

Normal in y at Z2

15

TXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

SMJRP2

RS

Major Principal at Z2

18

SMNRP2

RS

Minor Principal at Z2

19

TMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 004 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1R

RS

Normal in x at Z1

6

SX1I

RS

Normal in x at Z1

7

SY1R

RS

Normal in y at Z1

8

SY1I

RS

Normal in y at Z1

9

TXY1R

RS

Shear in xy at Z1

10

TXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

SX2R

RS

Normal in x at Z2

13

SX2I

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-183

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

14

SY2R

RS

Normal in y at Z2

15

SY2I

RS

Normal in y at Z2

16

TXY2R

RS

Shear in xy at Z2

17

TXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 004 times TCODE,7 =2

Random Response

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

SX2

RS

Normal in x at Z2

10

SY2

RS

Normal in y at Z2

11

TXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 004 times End TCODE,7 End SCODE,6 ELTYPE =76 2

Acoustic velocity/pressures in six-sided solid element (CHEXA) UNDEF

ELTYPE =77 2

2-184

Acoustic velocity/pressures in five-sided solid element (CPENTA) UNDEF

ELTYPE =78

None

None Acoustic velocity/pressures in four-sided solid element (CTETRA)

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

UNDEF

None

ELTYPE =79

Undef

2

UNDEF

None

Word

Name

Type

ELTYPE =80 2

Description

Undef UNDEF

ELTYPE =81 2

Description

None Undef

UNDEF

None

ELTYPE =82

Quadrilateral plate element (CQUADR)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

7

ETXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

EMJRP1

RS

Major Principal at Z1

10

EMNRP1

RS

Minor Principal at Z1

11

ETMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

EX2

RS

Normal in x at Z2

14

EY2

RS

Normal in y at Z2

15

ETXY2

RS

Shear in xy at Z2

NX Nastran 5 DMAP Updates and Additions

2-185

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

16

A2

RS

Theta (Shear Angle) at Z2

17

EMJRP2

RS

Major Principal at Z2

18

EMNRP2

RS

Minor Principal at Z2

19

ETMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

"CENTER"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1R

RS

Normal in x at Z1

6

EX1I

RS

Normal in x at Z1

7

EY1R

RS

Normal in y at Z1

8

EY1I

RS

Normal in y at Z1

9

ETXY1R

RS

Shear in xy at Z1

10

ETXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

EX2R

RS

Normal in x at Z2

13

EX2I

RS

Normal in x at Z2

14

EY2R

RS

Normal in y at Z2

15

EY2I

RS

Normal in y at Z2

16

ETXY2R

RS

Shear in xy at Z2

17

ETXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 005 times TCODE,7 =2 2

2-186

Random Response TERM

CHAR4

NX Nastran 5 DMAP Updates and Additions

"CENTER"

Updated and New Datablocks

Word

Name

Type

Description

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

EX1

RS

Normal in x at Z1

6

EY1

RS

Normal in y at Z1

7

ETXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

EX2

RS

Normal in x at Z2

10

EY2

RS

Normal in y at Z2

11

ETXY2

RS

Shear in xy at Z2

Words 3 through 11 repeat 005 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

TERM

CHAR4

"CEN"

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

A1

RS

Theta (Shear Angle) at Z1

9

MJRP1

RS

Major Principal at Z1

10

MNRP1

RS

Minor Principal at Z1

11

TMAX1

RS

Maximum Shear at Z1

12

FD2

RS

Fiber distance at Z2

13

SX2

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-187

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

14

SY2

RS

Normal in y at Z2

15

TXY2

RS

Shear in xy at Z2

16

A2

RS

Theta (Shear Angle) at Z2

17

MJRP2

RS

Major Principal at Z2

18

MNRP2

RS

Minor Principal at Z2

19

TMAX2

RS

Maximum Shear at Z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1R

RS

Normal in x at Z1

6

SX1I

RS

Normal in x at Z1

7

SY1R

RS

Normal in y at Z1

8

SY1I

RS

Normal in y at Z1

9

TXY1R

RS

Shear in xy at Z1

10

TXY1I

RS

Shear in xy at Z1

11

FD2

RS

Fiber distance at Z2

12

SX2R

RS

Normal in x at Z2

13

SX2I

RS

Normal in x at Z2

14

SY2R

RS

Normal in y at Z2

15

SY2I

RS

Normal in y at Z2

16

TXY2R

RS

Shear in xy at Z2

17

TXY2I

RS

Shear in xy at Z2

Words 3 through 17 repeat 005 times TCODE,7 =2

2-188

Random Response

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

TERM

CHAR4

3

GRID

I

Number active grids identification number or grid identification number

4

FD1

RS

Fiber distance at Z1

5

SX1

RS

Normal in x at Z1

6

SY1

RS

Normal in y at Z1

7

TXY1

RS

Shear in xy at Z1

8

FD2

RS

Fiber distance at Z2

9

SX2

RS

Normal in x at Z2

10

SY2

RS

Normal in y at Z2

11

TXY2

RS

Shear in xy at Z2

Description

Words 3 through 11 repeat 005 times End TCODE,7 End SCODE,6 ELTYPE =83 2

Acoustic absorber element (CHACAB) UNDEF

ELTYPE =84 2

None Acoustic barrier element (CHACBR)

UNDEF

ELTYPE =85

None TETRA - Nonlinear

2

CTYPE

CHAR4

3

GRID

I

Grid / Gauss

4

SX

RS

Stress in x

5

SY

RS

Stress in y

6

SZ

RS

Stress in z

7

SXY

RS

Stress in xy

8

SYZ

RS

Stress in yz

9

SZX

RS

Stress in zx

NX Nastran 5 DMAP Updates and Additions

2-189

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

10

SE

RS

Equivalent stress

11

EPS

RS

Effective plastic strain

12

ECS

RS

Effective creep strain

13

EX

RS

Strain in x

14

EY

RS

Strain in y

15

EZ

RS

Strain in z

16

EXY

RS

Strain in xy

17

EYZ

RS

Strain in yz

18

EZX

RS

Strain in zx

Words 3 through 18 repeat 005 times ELTYPE =86

GAP - Nonlinear

2

CPX

RS

Comp x

3

SHY

RS

Shear in y

4

SHZ

RS

Shear in z

5

AU

RS

Axial in u

6

SHV

RS

Shear in v

7

SHW

RS

Shear in w

8

SLV

RS

Slip in v

9

SLP

RS

Slip in w

10

FORM1

CHAR4

No definition

11

FORM2

CHAR4

No definition

ELTYPE =87

Nonlinear tube element (CTUBE)

2

AS

RS

Axial Stress

3

SE

RS

Equivalent Stress

4

TE

RS

Total Strain

5

EPS

RS

Effective Plastic strain

2-190

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

6

ECS

RS

Effective Creep strain

7

LTS

RS

Linear torsional stress

ELTYPE =88

TRIA3 - Nonlinear (Same as QUAD4)

NUMWDE =13 2

FD1

RS

Z1 = Fiber distance

3

SX1

RS

Stress in x at Z1

4

SY1

RS

Stress in y at Z1

5

SZ1

RS

Stress in z at Z1

6

TXY1

RS

Shear stress in xy at Z1

7

ES

RS

Equivalent stress at Z1

8

EPS1

RS

Effective plastic/inelastic strain at Z1

9

ECS1

RS

Effective creep strain at Z1

10

EX1

RS

Strain in x at Z1

11

EY1

RS

Strain in y at Z1

12

EZ1

RS

Strain in z at Z1

13

ETXY1

RS

Shear strain in xy at Z1

NUMWDE =25 2

FD1

RS

Z1 = Fiber distance

3

SX1

RS

Stress in x at Z1

4

SY1

RS

Stress in y at Z1

5

UNDEF

None

Stress in z at Z1

6

TXY1

RS

Shear stress in xy at Z1

7

ES

RS

Equivalent stress at Z1

8

EPS1

RS

Effective plastic/inelastic strain at Z1

9

ECS1

RS

Effective creep strain at Z1

10

EX1

RS

Strain in x at Z1

NX Nastran 5 DMAP Updates and Additions

2-191

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

11

EY1

RS

Strain in y at Z1

12

UNDEF

None

Strain in z at Z1

13

ETXY1

RS

Shear strain in xy at Z1

14

FD2

RS

Z2 = Fiber distance

15

SX2

RS

Stress in x at Z2

16

SY2

RS

Stress in y at Z2

17

UNDEF

None

Stress in z at Z2

18

TXY2

RS

Shear stress in xy at Z2

19

ES

RS

Equivalent stress at Z2

20

EPS2

RS

Effective plastic/inelastic strain at Z2

21

ECS2

RS

Effective creep strain at Z2

22

EX2

RS

Strain in x at Z2

23

EY2

RS

Strain in y at Z2

24

UNDEF

None

Strain in z at Z2

25

ETXY2

RS

Shear strain in xy at Z2

End NUMWDE ELTYPE =89

Nonlinear rod element (CROD)

2

AS

RS

Axial Stress

3

SE

RS

Equivalent Stress

4

TE

RS

Total Strain

5

EPS

RS

Effective Plastic strain

6

ECS

RS

Effective Creep strain

7

LTS

RS

Linear torsional stress

Word

Name

Type

Description

ELTYPE =90

QUAD4 - Nonlinear

NUMWDE =13

2-192

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

FD1

RS

Z1 = Fiber distance

3

SX1

RS

Stress in x at Z1

4

SY1

RS

Stress in y at Z1

5

SZ1

RS

Stress in z at Z1

6

TXY1

RS

Shear stress in xy at Z1

7

ES

RS

Equivalent stress at Z1

8

EPS1

RS

Effective plastic/inelastic strain at Z1

9

ECS1

RS

Effective creep strain at Z1

10

EX1

RS

Strain in x at Z1

11

EY1

RS

Strain in y at Z1

12

EZ1

RS

Strain in z at Z1

13

ETXY1

RS

Shear strain in xy at Z1

NUMWDE =25 2

FD1

RS

Z1 = Fiber distance

3

SX1

RS

Stress in x at Z1

4

SY1

RS

Stress in y at Z1

5

UNDEF

None

Stress in z at Z1

6

TXY1

RS

Shear stress in xy at Z1

7

ES

RS

Equivalent stress at Z1

8

EPS1

RS

Effective plastic/inelastic strain at Z1

9

ECS1

RS

Effective creep strain at Z1

10

EX1

RS

Strain in x at Z1

11

EY1

RS

Strain in y at Z1

12

UNDEF

None

Strain in z at Z1

13

ETXY1

RS

Shear strain in xy at Z1

14

FD2

RS

Z2 = Fiber distance

NX Nastran 5 DMAP Updates and Additions

2-193

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

15

SX2

RS

Stress in x at Z2

16

SY2

RS

Stress in y at Z2

17

UNDEF

None

Stress in z at Z2

18

TXY2

RS

Shear stress in xy at Z2

19

ES

RS

Equivalent stress at Z2

20

EPS2

RS

Effective plastic/inelastic strain at Z2

21

ECS2

RS

Effective creep strain at Z2

22

EX2

RS

Strain in x at Z2

23

EY2

RS

Strain in y at Z2

24

UNDEF

None

Strain in z at Z2

25

ETXY2

RS

Shear strain in xy at Z2

End NUMWDE ELTYPE =91

Nonlinear five-sided solid element (CPENTA)

2

CTYPE

CHAR4

Grid or Gauss

3

GRID

I

Extermal Grid identification number; 0 = Center

4

SX

RS

Stress in x

5

SY

RS

Stress in y

6

SZ

RS

Stress in z

7

SXY

RS

Stress in xy

8

SYZ

RS

Stress in yz

9

SZX

RS

Stress in zx

10

SE

RS

Equivalent stress

11

EPS

RS

Equivalent plastic strain

12

ECS

RS

Effective creep strain

13

EX

RS

Strain in x

14

EY

RS

Strain in y

2-194

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

15

EZ

RS

Strain in z

16

EXY

RS

Strain in xy

17

EYZ

RS

Strain in yz

18

EZX

RS

Strain in zx

Words 3 through 18 repeat 007 times ELTYPE =92

Nonlinear rod element connection and property (CONROD)

2

AS

RS

Axial Stress

3

SE

RS

Equivalent Stress

4

TE

RS

Total Strain

5

EPS

RS

Effective Plastic strain

6

ECS

RS

Effective Creep strain

7

LTS

RS

Linear torsional stress

ELTYPE =93

Nonlinear six-sided solid element (CHEXA)

2

CTYPE

CHAR4

Grid or Gauss

3

GRID

I

Extermal Grid identification number; 0 = Center

4

SX

RS

Stress in x

5

SY

RS

Stress in y

6

SZ

RS

Stress in z

7

SXY

RS

Stress in xy

8

SYZ

RS

Stress in yz

9

SZX

RS

Stress in zx

10

SE

RS

Equivalent stress

11

EPS

RS

Equivalent plastic strain

12

ECS

RS

Effective creep strain

13

EX

RS

Strain in x

14

EY

RS

Strain in y

NX Nastran 5 DMAP Updates and Additions

2-195

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

15

EZ

RS

Strain in z

16

EXY

RS

Strain in xy

17

EYZ

RS

Strain in yz

18

EZX

RS

Strain in zx

Words 3 through 18 repeat 009 times ELTYPE =94

Nonlinear beam element (CBEAM)

2

GRIDA

I

External Grid point Id at A

3

LOCCA

CHAR4

’C’ (BCD Value) at A

4

NSXCA

RS

Long. Stress at point C at A

5

NSECA

RS

Equivalent Stress at A

6

TECA

RS

Total Strain at A

7

EPECA

RS

Effective Plastic strain at A

8

ECECA

RS

Effective Creep strain at A

9

LOCDA

CHAR4

’D’ (BCD Value) at A

10

NSXDA

RS

Long. Stress at point D at A

11

NSEDA

RS

Equivalent Stress at A

12

TEDA

RS

Total Strain at A

13

EPEDA

RS

Effective Plastic strain at A

14

ECEDA

RS

Effective Creep strain at A

15

LOCEA

CHAR4

’E’ (BCD Value) at A

16

NSXEA

RS

Long. Stress at point E at A

17

NSEEA

RS

Equivalent Stress at A

18

TEEA

RS

Total Strain at A

19

EPEEA

RS

Effective Plastic strain at A

20

ECEEA

RS

Effective Creep strain at A

21

LOCFA

CHAR4

’F’ (BCD Value) at A

2-196

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

22

NSXFA

RS

Long. Stress at point F at A

23

NSEFA

RS

Equivalent Stress at A

24

TEFA

RS

Total Strain at A

25

EPEFA

RS

Effective Plastic strain at A

26

ECEFA

RS

Effective Creep strain at A

27

GRIDB

I

External Grid point identification number at B

28

LOCCB

CHAR4

’C’ (BCD Value) at B

29

NSXCB

RS

Long. Stress at point C at B

30

NSECB

RS

Equivalent Stress at B

31

TECB

RS

Total Strain at B

32

EPECB

RS

Effective Plastic strain at B

33

ECECB

RS

Effective Creep strain at B

34

LOCDB

CHAR4

’D’ (BCD Value) at B

35

NSXDB

RS

Long. Stress at point D at B

36

NSEDB

RS

Equivalent Stress at B

37

TEDB

RS

Total Strain at B

38

EPEDB

RS

Effective Plastic strain at B

39

ECEDB

RS

Effective Creep strain at B

40

LOCEB

CHAR4

’E’ (BCD Value) at B

41

NSXEB

RS

Long. Stress at point E at B

42

NSEEB

RS

Equivalent Stress at B

43

TEEB

RS

Total Strain at B

44

EPEEB

RS

Effective Plastic strain at B

45

ECEEB

RS

Effective Creep strain at B

46

LOCFB

CHAR4

’F’ (BCD Value) at B

47

NSXFB

RS

Long. Stress at point F at B

NX Nastran 5 DMAP Updates and Additions

2-197

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

48

NSEFB

RS

Equivalent Stress at B

49

TEFB

RS

Total Strain at B

50

EPEFB

RS

Effective Plastic strain at B

51

ECEFB

RS

Effective Creep strain at B

ELTYPE =95

QUAD4 composite

SCODE,6 =0

Strain

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

2-198

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

11

TMAX1

RS

von Mises or Maximum shear

End SCODE,6 ELTYPE =96

QUAD8 composite (Same as QUAD4 composite)

SCODE,6 =0

Strain

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

11

TMAX1

RS

von Mises or Maximum shear

End SCODE,6

NX Nastran 5 DMAP Updates and Additions

2-199

Updated and New Datablocks

Chapter 2

Name

Word

Type

Description

ELTYPE =97

TRIA3 composite (Same as QUAD4 composite)

SCODE,6 =0

Strain

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

11

TMAX1

RS

von Mises or Maximum shear

End SCODE,6 ELTYPE =98

TRIA6 composite (Same as QUAD4 composite)

SCODE,6 =0

Strain

2-200

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

11

TMAX1

RS

von Mises or Maximum shear

End SCODE,6 ELTYPE =99

Undef

2

UNDEF

None

Word

Name

Type

ELTYPE =100

Description

Simple beam element w/stations (CBAR with CBARAO or PLOAD1)

NX Nastran 5 DMAP Updates and Additions

2-201

Chapter 2

Updated and New Datablocks

Name

Word

Type

SCODE,6 =0

Strain

TCODE,7 =0

Real

Description

2

SD

RS

% along bar for output

3

EXC

RS

Strain at point c

4

EXD

RS

Strain at point d

5

EXE

RS

Strain at point e

6

EXF

RS

Strain at point f

7

AE

RS

Axial strain

8

EMAX

RS

Maximum strain

9

EMIN

RS

Minimum strain

10

MS

RS

Margin of Safety

TCODE,7 =1

Real / Imaginary

2

SD

RS

% along bar for output

3

EXCR

RS

Strain at point c

4

EXDR

RS

Strain at point d

5

EXER

RS

Strain at point e

6

EXFR

RS

Strain at point f

7

AER

RS

Axial strain

8

EMAXR

RS

Maximum strain

9

EMINR

RS

Minimum strain

10

EXCI

RS

Strain at point c

11

EXDI

RS

Strain at point d

12

EXEI

RS

Strain at point e

13

EXFI

RS

Strain at point f

14

AEI

RS

Axial strain

15

EMAXI

RS

Maximum strain

2-202

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

16

EMINI

RS

Minimum strain

TCODE,7 =2

Random Response

2

SD

RS

% along bar for output

3

EXC

RS

Strain at point c

4

EXD

RS

Strain at point d

5

EXE

RS

Strain at point e

6

EXF

RS

Strain at point f

7

AE

RS

Axial strain

8

EMAX

RS

Maximum strain

9

EMIN

RS

Minimum strain

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

SD

RS

% along bar for output

3

SXC

RS

Stress at point c

4

SXD

RS

Stress at point d

5

SXE

RS

Stress at point e

6

SXF

RS

Stress at point f

7

AS

RS

Axial stress

8

SMAX

RS

Maximum stress

9

SMIN

RS

Minimum stress

10

MS

RS

Margin of Safety

TCODE,7 =1

Real / Imaginary

2

SD

RS

% along bar for output

3

SXCR

RS

Stress at point c

4

SXDR

RS

Stress at point d

NX Nastran 5 DMAP Updates and Additions

2-203

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

SXER

RS

Stress at point e

6

SXFR

RS

Stress at point f

7

ASR

RS

Axial stress

8

SMAXR

RS

Maximum stress

9

SMINR

RS

Minimum stress

10

SXCI

RS

Stress at point c

11

SXDI

RS

Stress at point d

12

SXEI

RS

Stress at point e

13

SXFI

RS

Stress at point f

14

ASI

RS

Axial stress

15

SMAXI

RS

Maximum stress

16

SMINI

RS

Minimum stress

TCODE,7 =2

Random Response

2

SD

RS

% along bar for output

3

SXC

RS

Stress at point c

4

SXD

RS

Stress at point d

5

SXE

RS

Stress at point e

6

SXF

RS

Stress at point f

7

AS

RS

Axial stress

8

SMAX

RS

Maximum stress

9

SMIN

RS

Minimum stress

End TCODE,7 End SCODE,6 ELTYPE =101

Acoustic absorber element with freq. dependence (CAABSF)

TCODE,7 =0 or 2

Real or Random Response

2

RS

2-204

IMPED

NX Nastran 5 DMAP Updates and Additions

Impedance

Updated and New Datablocks

Word

Name

Type

Description

3

ABSORB

RS

Absorption Coefficient

TCODE,7 =1

Real / Imaginary

2

IMPEDR

RS

Impedance

3

IMPEDI

RS

Impedance

4

ABSORB

RS

Absorption Coefficient

End TCODE,7 ELTYPE =102

Generalized spring and damper element (CBUSH)

TCODE,7 =0 or 2

Real or Random Response

2

TX

RS

Translation x

3

TY

RS

Translation y

4

TZ

RS

Translation z

5

RX

RS

Rotation x

6

RY

RS

Rotation y

7

RZ

RS

Rotation z

TCODE,7 =1

Real / Imaginary

2

TXR

RS

Translation x R

3

TYR

RS

Translation y R

4

TZR

RS

Translation z R

5

RXR

RS

Rotation x R

6

RYR

RS

Rotation y R

7

RZR

RS

Rotation z R

8

TXI

RS

Translation x I

9

TYI

RS

Translation y I

10

TZI

RS

Translation z I

11

RXI

RS

Rotation x I

12

RYI

RS

Rotation y I

NX Nastran 5 DMAP Updates and Additions

2-205

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

13

RZI

RS

Rotation z I

End TCODE,7 ELTYPE =103

Quadrilateral shell element (QUADP)

2

None

UNDEF

ELTYPE =104

Triangular shell p-element (TRIAP)

2

None

UNDEF

ELTYPE =105

Beam p-element (BEAMP)

2

None

UNDEF

ELTYPE =106

Scalar damper with material property (CDAMP5)

2

None

UNDEF

ELTYPE =107

Heat transfer boundary condition element - (CHBDYE)

2

None

UNDEF

ELTYPE =108

Heat transfer boundary condition element (CHBDYG)

2

None

UNDEF

ELTYPE =109

Heat transfer boundary condition element (CHBDYP)

2

UNDEF

None

Word

Name

Type

ELTYPE =110

CONV

2

None

UNDEF

ELTYPE =111

CONVM

2

None

UNDEF

ELTYPE =115

RADBC

2

None

UNDEF

ELTYPE =112

QBDY3

2

None

UNDEF

ELTYPE =113

2-206

QVECT

NX Nastran 5 DMAP Updates and Additions

Description

Updated and New Datablocks

Word

Name

Type

2

UNDEF

None

ELTYPE =114

QVOL

2

None

UNDEF

ELTYPE =115

Radbc

2

None

UNDEF

Description

ELTYPE =116

Slideline contact (SLIF1D)?

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =127

CQUAD

ELTYPE =128

CQUADX

ELTYPE =129

RELUC - EMAS?

Word

Name

Type

Description

ELTYPE =130

RES - EMAS?

ELTYPE =131

TETRAE - EMAS?

ELTYPE =132

CTRIA

ELTYPE =133

CTRIAX

ELTYPE =134

LINEOB - EMAS?

ELTYPE =135

LINXOB - EMAS?

ELTYPE =136

QUADOB - EMAS?

ELTYPE =137

TRIAOB - EMAS?

ELTYPE =138

LINEX - EMAS?

ELTYPE =139

Hyperelastic QUAD4FD

2

TYPE

CHAR4

3

ID

I

4

SX

RS

NX Nastran 5 DMAP Updates and Additions

2-207

Updated and New Datablocks

Chapter 2

Word

Name

Type

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Description

Words 3 through 9 repeat 004 times Word

Name

Type

Description

ELTYPE =140

Hyperelastic 8-noded hexahedron element linear format (HEXAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

16

BZ

RS

17

SZ

RS

18

SZX

RS

2-208

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

19

PC

RS

20

CX

RS

21

CY

RS

22

CZ

RS

Description

Words 3 through 22 repeat 008 times ELTYPE =141

Six-sided solid p-element (HEXAP)

2

None

UNDEF

ELTYPE =142

Five-sided solid p-element (PENTAP)

2

None

UNDEF

ELTYPE =143

Four-sided solid p-element (TETRAP)

2

None

UNDEF

ELTYPE =144

Quadrilateral plate element for corner stresses (QUAD144)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

EX1

RS

Normal in x at z1

6

EY1

RS

Normal in y at z1

7

ETXY1

RS

Shear in xy at z1

8

A1

RS

Shear angle at z1

9

EMJRP1

RS

Major Principal at z1

10

EMNRP1

RS

Minor Principal at z1

11

ETMAX1

RS

von Mises or max shear at z1

12

FD2

RS

Fiber distance at z2

13

EX2

RS

Normal in x at z2

NX Nastran 5 DMAP Updates and Additions

2-209

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

14

EY2

RS

Normal in y at z2

15

ETXY2

RS

Shear in xy at z2

16

A2

RS

Shear angle at z2

17

EMJRP2

RS

Major Principal at z2

18

EMNRP2

RS

Minor Principal at z2

19

ETMRP2

RS

von Mises or max shear at z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

EX1R

RS

Normal in x at z1

6

EX1I

RS

Normal in x at z1

7

EY1R

RS

Normal in y at z1

8

EY1I

RS

Normal in y at z1

9

ETXY1R

RS

Shear in xy at z1

10

ETXY1I

RS

Shear in xy at z1

11

FD2

RS

Fiber distance at z2

12

EX2R

RS

Normal in x at z2

13

EX2I

RS

Normal in x at z2

14

EY2R

RS

Normal in y at z2

15

EY2I

RS

Normal in y at z2

16

ETXY2R

RS

Shear in xy at z1

17

ETXY2I

RS

Shear in xy at z1

Words 3 through 17 repeat 005 times TCODE,7 =2

2-210

Random Response

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

EX1

RS

Normal in x at z1

6

EY1

RS

Normal in y at z1

7

ETXY1

RS

Shear in xy at z1

8

FD2

RS

Fiber distance at z2

9

EX2

RS

Normal in x at z2

10

EY2

RS

Normal in y at z2

11

ETXY2

RS

Shear in xy at z1

Description

Words 3 through 11 repeat 005 times End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

SX1

RS

Normal in x at z1

6

SY1

RS

Normal in y at z1

7

TXY1

RS

Shear in xy at z1

8

A1

RS

Shear angle at z1

9

MJRP1

RS

Major Principal at z1

10

MNRP1

RS

Minor Principal at z1

11

TMAX1

RS

von Mises or max shear at z1

12

FD2

RS

Fiber distance at z2

13

SX2

RS

Normal in x at z2

NX Nastran 5 DMAP Updates and Additions

2-211

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

14

SY2

RS

Normal in y at z2

15

TXY2

RS

Shear in xy at z2

16

A2

RS

Shear angle at z2

17

MJRP2

RS

Major Principal at z2

18

MNRP2

RS

Minor Principal at z2

19

TMAX2

RS

von Mises or max shear at z2

Words 3 through 19 repeat 005 times TCODE,7 =1

Real / Imaginary

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

SX1R

RS

Normal in x at z1

6

SX1I

RS

Normal in x at z1

7

SY1R

RS

Normal in y at z1

8

SY1I

RS

Normal in y at z1

9

TXY1R

RS

Shear in xy at z1

10

TXY1I

RS

Shear in xy at z1

11

FD2

RS

Fiber distance at z2

12

SX2R

RS

Normal in x at z2

13

SX2I

RS

Normal in x at z2

14

SY2R

RS

Normal in y at z2

15

SY2I

RS

Normal in y at z2

16

TXY2R

RS

Shear in xy at z2

17

TXY2I

RS

Shear in xy at z2

Words 3 through 17 repeat 005 times TCODE,7 =2

2-212

Random Response

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

TERM

CHAR4

3

GRID

I

4

FD1

RS

Fiber distance at z1

5

SX1

RS

Normal in x at z1

6

SY1

RS

Normal in y at z1

7

TXY1

RS

Shear in xy at z1

8

FD2

RS

Fiber distance at z2

9

SX2

RS

Normal in x at z2

10

SY2

RS

Normal in y at z2

11

TXY2

RS

Shear in xy at z2

Description

Words 3 through 11 repeat 005 times End TCODE,7 End SCODE,6 ELTYPE =145

Six-sided solid display element (VUHEXA)

2

I

PARENTID

NUMWDE =98

Len=2+ 12 * No. of points

3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

9

TZX

RS

10

PRIN01

RS

11

PRIN02

RS

12

PRIN03

RS

NX Nastran 5 DMAP Updates and Additions

2-213

Updated and New Datablocks

Chapter 2

Word

Name

Type

13

MEAN

RS

14

VONOROCT

RS

Description

Words 3 through 14 repeat 008 times NUMWDE =58

Len= 2 + 7 * No. of points

3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

9

TZX

RS

Words 3 through 9 repeat 008 times NUMWDE =106

Len= 2 + 13 * No. of points

3

GRIDID

I

4

XNORMR

RS

5

YNORMR

RS

6

ZNORMR

RS

7

TXYR

RS

8

TYZR

RS

9

TZXR

RS

10

XNORMI

RS

11

YNORMI

RS

12

ZNORMI

RS

13

TXYI

RS

14

TYZI

RS

15

TZXI

RS

2-214

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

Words 3 through 15 repeat 008 times End NUMWDE ELTYPE =146

Five-sided solid display element (VUPENTA)

2

I

PARENTID

NUMWDE =74 3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

9

TZX

RS

10

PRIN01

RS

11

PRIN02

RS

12

PRIN03

RS

13

MEAN

RS

14

VONOROCT

RS

Words 3 through 14 repeat 006 times NUMWDE =44 3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

9

TZX

RS

NX Nastran 5 DMAP Updates and Additions

2-215

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

Words 3 through 9 repeat 006 times NUMWDE =80

2 + 6*13

3

GRIDID

I

4

XNORMR

RS

5

YNORMR

RS

6

ZNORMR

RS

7

TXYR

RS

8

TYZR

RS

9

TZXR

RS

10

XNORMI

RS

11

YNORMI

RS

12

ZNORMI

RS

13

TXYI

RS

14

TYZI

RS

15

TZXI

RS

Words 3 through 15 repeat 006 times End NUMWDE ELTYPE =147

Four-sided solid display element (VUTETRA)

2

I

PARENTID

NUMWDE =50 3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

2-216

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

9

TZX

RS

10

PRIN01

RS

11

PRIN02

RS

12

PRIN03

RS

13

MEAN

RS

14

VONOROCT

RS

Description

Words 3 through 14 repeat 004 times NUMWDE =30 3

GRIDID

I

4

XNORM

RS

5

YNORM

RS

6

ZNORM

RS

7

TXY

RS

8

TYZ

RS

9

TZX

RS

Words 3 through 9 repeat 004 times NUMWDE =54

2 + 4*13

3

GRIDID

I

4

XNORMR

RS

5

YNORMR

RS

6

ZNORMR

RS

7

TXYR

RS

8

TYZR

RS

9

TZXR

RS

10

XNORMI

RS

11

YNORMI

RS

NX Nastran 5 DMAP Updates and Additions

2-217

Updated and New Datablocks

Chapter 2

Word

Name

Type

12

ZNORMI

RS

13

TXYI

RS

14

TYZI

RS

15

TZXI

RS

Description

Words 3 through 15 repeat 004 times End NUMWDE ELTYPE =148

HEXAM - EMAS?

2

None

UNDEF

ELTYPE =149

PENTAM - EMAS?

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =150

TETRAM - EMAS?

2

None

UNDEF

ELTYPE =151

QUADM - EMAS?

2

None

UNDEF

ELTYPE =152

TRIAM - EMAS?

2

None

UNDEF

ELTYPE =153

QUADXM - EMAS?

2

None

UNDEF

ELTYPE =154

TRIAXM - EMAS?

2

None

UNDEF

ELTYPE =155

QUADPW - EMAS?

2

None

UNDEF

ELTYPE =156

TRIAPW - EMAS?

2

None

UNDEF

ELTYPE =157

2-218

LINEPW - EMAS?

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

2

UNDEF

None

Description

ELTYPE =158

QUADOBM - EMAS?

2

None

UNDEF

ELTYPE =159

TRIAOBM - EMAS?

2

UNDEF

None

Word

Name

Type

Description

ELTYPE =160

Hyperelastic 5-sided 6-noded solid element (PENTAFD) Linear form?

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

16

BZ

RS

17

SZ

RS

18

SZX

RS

19

PC

RS

NX Nastran 5 DMAP Updates and Additions

2-219

Updated and New Datablocks

Chapter 2

Word

Name

Type

20

CX

RS

21

CY

RS

22

CZ

RS

Description

Words 3 through 22 repeat 006 times ELTYPE =161

Linear form for hyperelastic 4 node TETR

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

16

BZ

RS

17

SZ

RS

18

SZX

RS

19

PC

RS

20

CX

RS

21

CY

RS

22

CZ

RS

2-220

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

Words 3 through 22 repeat 001 times ELTYPE =162

Linear form for hyperelastic 3 node TRIA (strain)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Words 3 through 9 repeat 001 times ELTYPE =163

Linear form for hyperelastic 20 node HEX

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

NX Nastran 5 DMAP Updates and Additions

2-221

Updated and New Datablocks

Chapter 2

Word

Name

Type

16

BZ

RS

17

SZ

RS

18

SZX

RS

19

PC

RS

20

CX

RS

21

CY

RS

22

CZ

RS

Description

Words 3 through 22 repeat 027 times ELTYPE =164

Hyperelastic quadrilateral 9-noded element (QUADFD) Linear?

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Words 3 through 9 repeat 009 times ELTYPE =165

Hyperelastic 5-sided 15-noded solid element (PENTAFD) Linear?

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

2-222

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

16

BZ

RS

17

SZ

RS

18

SZX

RS

19

PC

RS

20

CX

RS

21

CY

RS

22

CZ

RS

Description

Words 3 through 22 repeat 021 times ELTYPE =166

Linear form for hyperelastic 10 node TET

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SXY

RS

6

PA

RS

7

AX

RS

8

AY

RS

9

AZ

RS

10

PRESSURE

RS

NX Nastran 5 DMAP Updates and Additions

2-223

Updated and New Datablocks

Chapter 2

Word

Name

Type

11

SY

RS

12

SYZ

RS

13

PB

RS

14

BX

RS

15

BY

RS

16

BZ

RS

17

SZ

RS

18

SZX

RS

19

PC

RS

20

CX

RS

21

CY

RS

22

CZ

RS

Description

Words 3 through 22 repeat 005 times ELTYPE =167

Linear form for hyperelastic 6 node TRIA (plane strain)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Words 3 through 9 repeat 003 times ELTYPE =168

Linear form for hyperelastic 3 node TRIA (axisymm)

2

TYPE

CHAR4

3

ID

I

2-224

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Description

Words 3 through 9 repeat 001 times ELTYPE =169

Linear form for hyperelastic 6 node TRIA (axisymm)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Words 3 through 9 repeat 003 times Word

Name

Type

Description

ELTYPE =170

Linear form for hyperelastic 4 node QUAD (axisymm)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

NX Nastran 5 DMAP Updates and Additions

2-225

Updated and New Datablocks

Chapter 2

Word

Name

Type

9

SMI

RS

Description

Words 3 through 9 repeat 004 times ELTYPE =171

Linear form for hyperelastic 9 node QUAD (axisymm)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SXY

RS

7

ANGLE

RS

8

SMJ

RS

9

SMI

RS

Words 3 through 9 repeat 009 times Name

Word

Type

Description

ELTYPE =189

Quadrilateral plate view element (VUQUAD)

SCODE,6 =0

Strain

2

PARENT

I

Parent p-element identification number

3

COORD

I

CID coordinate system identification number

4

ICORD

CHAR4

ICORD flat/curved and so on

5

THETA

I

THETA angle

6

ITYPE

I

ITYPE strcur =0, fiber=1

TCODE,7 =0

Real

7

VUID

I

VU grid identification number for this corner

8

NONE(2)

I

Nothing

10

MSX

RS

Membrane stain x

11

MSY

RS

Membrane strain y

12

MXY

RS

Membrane strain xy

2-226

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

13

NONE(3)

RS

Nothing

16

BCX

RS

Bending curvature x

17

BCY

RS

Bending curvature y

18

BCXY

RS

Bending curvature xy

19

TYZ

RS

Shear yz

20

TZX

RS

Shear zx

21

UNDEF(3 )

None

Words 7 through 23 repeat 004 times TCODE,7 =1

Real / Imaginary

7

VUID

I

8

UNDEF(2 )

None

10

MSXR

RS

Membrane strain x RM

11

MSYR

RS

Membrane strain y RM

12

MXYR

RS

Membrane strain xy RM

13

UNDEF(3 )

None

16

BCXR

RS

Bending curvature x RM

17

BCYR

RS

Bending curvature y RM

18

BCXYR

RS

Bending curvature xy RM

19

TYZR

RS

Shear yz RM

20

TZXR

RS

Shear zx RM

21

UNDEF

None

22

MSXI

RS

Membrane strain x IP

23

MSYI

RS

Membrane strain y IP

24

MXYI

RS

Membrane strain xy IP

25

UNDEF(3 )

None

28

BCXI

RS

VU grid identification number this corner

Bending curvature x IP

NX Nastran 5 DMAP Updates and Additions

2-227

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

29

BCYI

RS

Bending curvature y IP

30

BCXYI

RS

Bending curvature xy IP

31

TYZI

RS

Shear yz IP

32

TZXI

RS

Shear zx IP

33

UNDEF

None

Words 7 through 33 repeat 004 times TCODE,7 =2 2

Random Response UNDEF

None

End TCODE,7 SCODE,6 =01

Stress

2

PARENT

I

Parent p-element identification number

3

COORD

I

CID coordinate system identification number

4

ICORD

CHAR4

ICORD flat/curved and so on

5

THETA

I

THETA angle

6

ITYPE

I

ITYPE strcur =0, fiber=1

TCODE,7 =0

Real

7

VUID

I

VU grid identification number for this corner

8

Z1

RS

Z1 fiber distance

9

Z2

RS

Z2 fiber distance

10

NX1

RS

Normal x at Z1

11

NY1

RS

Normal y at Z1

12

TXY1

RS

Shear xy at Z1

13

ANGLE1

RS

Shear Angle at Z1 or n/a

14

MJRP1

RS

Major principal at Z1 or n/a

15

MNRP1

RS

Minor principal at Z1 or n/a

16

MAXSV1

RS

vonMises/Max.Shear at Z1 or n/a

2-228

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

17

NX2

RS

Normal x at Z2

18

NY2

RS

Normal y at Z2

19

TXY2

RS

Shear xy at Z2

20

ANGLE2

RS

Shear Angle at Z2 or n/a

21

MJRP2

RS

Major principal at Z2 or n/a

22

MNRP2

RS

Minor principal at Z2 or n/a

23

MAXSV2

RS

vonMises/Max.Shear at Z2 or n/a

Words 7 through 23 repeat 004 times TCODE,7 =1

Real / Imaginary

7

VUID

I

VU grid identification number for this corner

8

Z1

RS

Z1 fiber distance

9

Z2

RS

Z2 fiber distance

10

NX1R

RS

Normal x rm at Z1

11

NX1I

RS

Normal x ip at Z1

12

NY1R

RS

Normal y rm at Z1

13

NY1I

RS

Normal y ip at Z1

14

TXY1R

RS

Shear xy rm at Z1

15

TXY1I

RS

Shear xy ip at Z1

16

NZ1R

RS

Normal z rm at Z1 or n/a

17

NZ1I

RS

Normal z ip at Z1 or n/a

18

TYZ1R

RS

Shear yz rm at Z1 or n/a

19

TYZ1I

RS

Shear yz ip at Z1 or n/a

20

TZX1R

RS

Shear zx rm at Z1 or n/a

21

TZX1I

RS

Shear zx ip at Z1 or n/a

22

NX2R

RS

Normal x rm at Z2

23

NX2I

RS

Normal x ip at Z2

NX Nastran 5 DMAP Updates and Additions

2-229

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

24

NY2R

RS

Normal y rm at Z2

25

NY2I

RS

Normal y ip at Z2

26

TXY2R

RS

Shear xy rm at Z2

27

TXY2I

RS

Shear xy ip at Z2

28

NZ1R

RS

Normal z rm at Z1 or n/a

29

NZ1I

RS

Normal z ip at Z1 or n/a

30

TYZ1R

RS

Shear yz rm at Z1 or n/a

31

TYZ1I

RS

Shear yz ip at Z1 or n/a

32

TZX1R

RS

Shear zx rm at Z1 or n/a

33

TZX1I

RS

Shear zx ip at Z1 or n/a

Words 7 through 33 repeat 004 times TCODE,7 =2 2

Random Response UNDEF

None

End TCODE,7 End SCODE,6 Name

Word

Type

Description

ELTYPE =190

Triangular shell view element (VUTRIA)

SCODE,6 =0

Strain

2

PARENT

I

Parent p-element identification number

3

COORD

I

CID coordinate system identification number

4

ICORD

CHAR4

ICORD flat/curved and so on

5

THETA

I

THETA angle

6

ITYPE

I

ITYPE strcur =0, fiber=1

TCODE,7 =0

Real

7

VUID

I

VU grid identification number for this corner

8

NONE(2)

I

Nothing

2-230

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

MSX

RS

Membrane stain x

11

MSY

RS

Membrane strain y

12

MXY

RS

Membrane strain xy

13

NONE(3)

RS

Nothing

16

BCX

RS

bending curvature x

17

BCY

RS

Bending curvature y

18

BCXY

RS

Bending curvature xy

19

TYZ

RS

Shear yz

20

TZX

RS

Shear zx

21

NONE(3)

RS

Nothing

Words 7 through 23 repeat 003 times TCODE,7 =1

Real / Imaginary

7

VUID

I

8

UNDEF(2 )

None

10

MSXR

RS

Membrane strain x RM

11

MSYR

RS

Membrane strain y RM

12

MXYR

RS

Membrane strain xy RM

13

UNDEF(3 )

None

16

BCXR

RS

Bending curvature x RM

17

BCYR

RS

Bending curvature y RM

18

BCXYR

RS

Bending curvature xy RM

19

TYZR

RS

Shear yz RM

20

TZXR

RS

Shear zx RM

21

UNDEF

None

22

MSXI

RS

Membrane strain x IP

23

MSYI

RS

Membrane strain y IP

VU grid identification number this corner

NX Nastran 5 DMAP Updates and Additions

2-231

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

24

MXYI

RS

Membrane strain xy IP

25

UNDEF(3 )

None

28

BCXI

RS

Bending curvature x IP

29

BCYI

RS

Bending curvature y IP

30

BCXYI

RS

Bending curvature xy IP

31

TYZI

RS

Shear yz IP

32

TZXI

RS

Shear zx IP

33

UNDEF

None

Words 7 through 33 repeat 003 times TCODE,7 =2 2

Random Response UNDEF

None

End TCODE,7 SCODE,6 =01

Stress

2

PARENT

I

Parent p-element identification number

3

COORD

I

CID coordinate system identification number

4

ICORD

CHAR4

ICORD flat/curved and so on

5

THETA

I

THETA angle

6

ITYPE

I

ITYPE strcur =0, fiber=1

TCODE,7 =0

Real

7

VUID

I

VU grid identification number for this corner

8

Z1

RS

Z1 fiber distance

9

Z2

RS

Z2 fiber distance

10

NX1

RS

Normal x at Z1

11

NY1

RS

Normal y at Z1

12

TXY1

RS

Shear xy at Z1

13

ANGLE1

RS

Shear Angle at Z1 or n/a

2-232

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

14

MJRP1

RS

Major principal at Z1 or n/a

15

MNRP1

RS

Minor principal at Z1 or n/a

16

MAXSV1

RS

vonMises/Max.Shear at Z1 or n/a

17

NX2

RS

Normal x at Z2

18

NY2

RS

Normal y at Z2

19

TXY2

RS

Shear xy at Z2

20

ANGLE2

RS

Shear Angle at Z2 or n/a

21

MJRP2

RS

Major principal at Z2 or n/a

22

MNRP2

RS

Minor principal at Z2 or n/a

23

MAXSV2

RS

vonMises/Max.Shear at Z2 or n/a

Words 7 through 23 repeat 003 times TCODE,7 =1

Real / Imaginary

7

VUID

I

VU grid identification number for this corner

8

Z1

RS

Z1 fiber distance

9

Z2

RS

Z2 fiber distance

10

NX1R

RS

Normal x rm at Z1

11

NX1I

RS

Normal x ip at Z1

12

NY1R

RS

Normal y rm at Z1

13

NY1I

RS

Normal y ip at Z1

14

TXY1R

RS

Shear xy rm at Z1

15

TXY1I

RS

Shear xy ip at Z1

16

NZ1R

RS

Normal z rm at Z1 or n/a

17

NZ1I

RS

Normal z ip at Z1 or n/a

18

TYZ1R

RS

Shear yz rm at Z1 or n/a

19

TYZ1I

RS

Shear yz ip at Z1 or n/a

20

TZX1R

RS

Shear zx rm at Z1 or n/a

NX Nastran 5 DMAP Updates and Additions

2-233

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

21

TZX1I

RS

Shear zx ip at Z1 or n/a

22

NX2R

RS

Normal x rm at Z2

23

NX2I

RS

Normal x ip at Z2

24

NY2R

RS

Normal y rm at Z2

25

NY2I

RS

Normal y ip at Z2

26

TXY2R

RS

Shear xy rm at Z2

27

TXY2I

RS

Shear xy ip at Z2

28

NZ1R

RS

Normal z rm at Z1 or n/a

29

NZ1I

RS

Normal z ip at Z1 or n/a

30

TYZ1R

RS

Shear yz rm at Z1 or n/a

31

TYZ1I

RS

Shear yz ip at Z1 or n/a

32

TZX1R

RS

Shear zx rm at Z1 or n/a

33

TZX1I

RS

Shear zx ip at Z1 or n/a

Words 7 through 33 repeat 003 times TCODE,7 =2 2

Random Response UNDEF

None

End TCODE,7 End SCODE,6 ELTYPE =191

Beam view element (VUBEAM)

2

PARENT

I

Parent p-element identification number

3

COORD

I

CID coordinate system identification number

4

ICORD

CHAR4

ICORD flat/curved and so on

TCODE,7 =0

Real

5

VUGRID

I

VU grid ID for output grid

6

POSIT

RS

x/L position of VU grid identification number

7

POS(3)

RS

Y, Z, W coordinate of output point

2-234

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

NX

RS

Normal x

11

TXY

RS

Shear xy

12

TZX

RS

Shear zx

Words 7 through 12 repeat 4 times 13

MAXLONG

RS

Max longitudinal

14

MINLONG

RS

Min longitudinal

Words 5 through 14 repeat 2 times TCODE,7 =1

Real / Imaginary

5

VUGRID

I

VU grid ID for output grid

6

POSIT

RS

x/L position of VU grid identification number

7

POS(3)

RS

Y, Z, W coordinate of output point

10

NXR

RS

Normal x RM

11

NXI

RS

Normal x IP

12

TXYR

RS

Shear xy RM

13

TXYI

RS

Shear xy IP

14

TZXR

RS

Shear zx RM

15

TZXI

RS

Shear zx IP

Words 7 through 15 repeat 4 times Words 5 through 15 repeat 2 times TCODE,7 =2 2

Random Response UNDEF

None

End TCODE,7 ELTYPE =192

CVINT

2

None

UNDEF

ELTYPE =193

QUADFR - EMAS

2

None

UNDEF

NX Nastran 5 DMAP Updates and Additions

2-235

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

ELTYPE =194

TRIAFR - EMAS

2

None

UNDEF

ELTYPE =195

LINEFR - EMAS

2

None

UNDEF

ELTYPE =196

LINXFR - EMAS

2

None

UNDEF

ELTYPE =197

GMINTS

2

None

UNDEF

ELTYPE =198

CNVPEL

2

None

UNDEF

ELTYPE =199

VUHBDY

2

UNDEF

None

Word

Name

Type

ELTYPE =200

CWELD

2

None

UNDEF

Description

ELTYPE =201

Hyperelastic quadrilateral 4-noded, nonlinear format (QUAD4FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

2-236

NX Nastran 5 DMAP Updates and Additions

GRID

Updated and New Datablocks

Word

Name

Type

11

EY

RS

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 004 times ELTYPE =202

Hyperelastic hexahedron 8-noded, nonlinear format (HEXA8FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

GAUS

Words 3 through 17 repeat 008 times ELTYPE =203

Slideline contact (SLIF1D)

2

REGIONID

I

Contact region identification number

3

MGRID1

I

Master grid 1

4

MGRID2

I

Master grid 2

NX Nastran 5 DMAP Updates and Additions

2-237

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

SCOORD

RS

Surface coordinate

6

F

RS

Normal force

7

S

RS

Shear force

8

SIGMA

RS

Normal stress

9

TAU

RS

Shear stress

10

NGAP

RS

Normal gap

11

SLIP

RS

Slip

12

SLIPRAT

RS

Slip ratio

13

SLIPCODE(2)

CHAR4

Slip code

ELTYPE =204

Hyperelastic pentahedron 6-noded, nonlinear format (PENTA6FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

2-238

NX Nastran 5 DMAP Updates and Additions

GAUS

Updated and New Datablocks

Word

Name

Type

Description

Words 3 through 17 repeat 006 times ELTYPE =205

Hyperelastic tetrahedron 4-noded, nonlinear format (TETRA4FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

GAUS

Words 3 through 17 repeat 001 times ELTYPE =206

Hyperelastic triangular 3-noded, nonlinear format (TRIA3FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

GAUS

NX Nastran 5 DMAP Updates and Additions

2-239

Updated and New Datablocks

Chapter 2

Word

Name

Type

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 001 times ELTYPE =207

Hyperelastic hexahedron 20-noded, nonlinear format (HEXAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

Words 3 through 17 repeat 027 times

2-240

NX Nastran 5 DMAP Updates and Additions

GAUS

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =208

Hyperelastic quadrilateral 8-noded, nonlinear format (QUADFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

GAUS

Words 3 through 13 repeat 009 times ELTYPE =209

Hyperelastic pentahedron 15-noded nonlinear format (PENTAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

GAUS

NX Nastran 5 DMAP Updates and Additions

2-241

Updated and New Datablocks

Chapter 2

Word

Name

Type

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

Description

Words 3 through 17 repeat 021 times Word

Name

Type

Description

ELTYPE =210

Hyperelastic tetrahedron 10-noded nonlinear format (TETRAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

2-242

NX Nastran 5 DMAP Updates and Additions

GAUS

Updated and New Datablocks

Word

Name

Type

Description

Words 3 through 17 repeat 005 times ELTYPE =211

Hyperelastic triangular 6-noded, nonlinear format (TRIAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

GRID

Words 3 through 13 repeat 003 times ELTYPE =212

Hyperelastic axi. triangular 3-noded nonlinear format (TRIAX3FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

GAUS

NX Nastran 5 DMAP Updates and Additions

2-243

Updated and New Datablocks

Chapter 2

Word

Name

Type

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 001 times ELTYPE =213

Hyperelastic axi. triangular 6-noded nonlinear format (TRIAXFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

GAUS

Words 3 through 13 repeat 003 times ELTYPE =214

Hyperelastic axi. quadrilateral 4-noded nonlinear format(QUADX4FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

2-244

NX Nastran 5 DMAP Updates and Additions

GAUS

Updated and New Datablocks

Word

Name

Type

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 004 times ELTYPE =215

Hyperelastic axi. quadrilateral 8-noded nonlinear format (QUADXFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

GAUS

Words 3 through 13 repeat 009 times ELTYPE =216

Hyperelastic tetrahedron 4-noded nonlinear format (TETRA4FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

GRID

NX Nastran 5 DMAP Updates and Additions

2-245

Updated and New Datablocks

Chapter 2

Word

Name

Type

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

Description

Words 3 through 17 repeat 004 times ELTYPE =217

Hyperelastic triangular 3-noded nonlinear format (TRIA3FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

2-246

NX Nastran 5 DMAP Updates and Additions

GRID

Updated and New Datablocks

Word

Name

Type

Description

Words 3 through 13 repeat 003 times ELTYPE =218

Hyperelastic hexahedron 20-noded nonlinear format (HEXAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

GRID

Words 3 through 17 repeat 008 times ELTYPE =219

Hyperelastic quadrilateral 8-noded nonlinear format (QUADFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

GRID

NX Nastran 5 DMAP Updates and Additions

2-247

Updated and New Datablocks

Chapter 2

Word

Name

Type

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 004 times Word

Name

Type

Description

ELTYPE =220

Hyperelastic pentahedron 15-noded nonlinear format (PENTAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

2-248

NX Nastran 5 DMAP Updates and Additions

GRID

Updated and New Datablocks

Word

Name

Type

17

EZX

RS

Description

Words 3 through 17 repeat 006 times ELTYPE =221

Hyperelastic tetrahedron 10-noded nonlinear format (TETRAFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

SYZ

RS

9

SZX

RS

10

PRESSURE

RS

11

VOLSTR

RS

12

EX

RS

13

EY

RS

14

EZ

RS

15

EXY

RS

16

EYZ

RS

17

EZX

RS

GRID

Words 3 through 17 repeat 004 times ELTYPE =222

Hyperelastic axi. triangular 3-noded nonlinear format (TRIAX3FD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

GRID

NX Nastran 5 DMAP Updates and Additions

2-249

Updated and New Datablocks

Chapter 2

Word

Name

Type

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

Description

Words 3 through 13 repeat 003 times ELTYPE =223

Hyperelastic axi. quadrilateral 8-noded nonlinear format (QUADXFD)

2

TYPE

CHAR4

3

ID

I

4

SX

RS

5

SY

RS

6

SZ

RS

7

SXY

RS

8

PRESSURE

RS

9

VOLSTR

RS

10

EX

RS

11

EY

RS

12

EZ

RS

13

EXY

RS

GRID

Words 3 through 13 repeat 004 times ELTYPE =224

Nonlinear ELAS1

2

F

RS

Force

3

S

RS

Stress

2-250

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

ELTYPE =225

Nonlinear ELAS3

2

F

RS

Force

3

S

RS

Stress

ELTYPE =226

Nonlinear BUSH

2

FX

RS

Force X

3

FY

RS

Force Y

4

FZ

RS

Force Z

5

STX

RS

Stress Translational X

6

STY

RS

Stress Translational Y

7

STZ

RS

Stress Translational Z

8

ETX

RS

Strain Rotational X

9

ETY

RS

Strain Rotational Y

10

ETZ

RS

Strain Rotational Z

11

MX

RS

Moment X

12

MY

RS

Moment Y

13

MZ

RS

Moment Z

14

SRX

RS

Stress Rotational X

15

SRY

RS

Stress Rotational Y

16

SRZ

RS

Stress Rotational Z

17

ERX

RS

Strain Rotational X

18

ERY

RS

Strain Rotational Y

19

ERZ

RS

Strain Rotational Z

ELTYPE =227

Triangular shell element (CTRIAR)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

FD1

RS

Z1 = Fibre Distance

NX Nastran 5 DMAP Updates and Additions

2-251

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

EA1

RS

Theta ( Shear Angle ) at Z1

7

EMJRP1

RS

Major Principal at Z1

8

EMNRP1

RS

Minor Principal at Z1

9

EMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

EX2

RS

Normal in x at Z2

12

EY2

RS

Normal in y at Z2

13

EXY2

RS

Shear in xy at Z2

14

EA2

RS

Theta (Shear Angle) at Z2

15

EMJRP2

RS

Major Principal at Z2

16

EMNRP2

RS

Minor Principal at Z2

17

EMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

EX1R

RS

Normal in x at Z1

4

EX1I

RS

Normal in x at Z1

5

EY1R

RS

Normal in y at Z1

6

EY1I

RS

Normal in y at Z1

7

EXY1R

RS

Shear in xy at Z1

8

EXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

EX2R

RS

Normal in x at Z2

11

EX2I

RS

Normal in x at Z2

2-252

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

12

EY2R

RS

Normal in y at Z2

13

EY2I

RS

Normal in y at Z2

14

EXY2R

RS

Shear in xy at Z2

15

EXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

EX2

RS

Normal in x at Z2

8

EY2

RS

Normal in y at Z2

9

EXY2

RS

Shear in xy at Z2

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

SA1

RS

Theta ( Shear Angle ) at Z1

7

SMJRP1

RS

Major Principal at Z1

8

SMNRP1

RS

Minor Principal at Z1

9

SMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

SX2

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-253

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

12

SY2

RS

Normal in y at Z2

13

TXY2

RS

Shear in xy at Z2

14

SA2

RS

Theta (Shear Angle) at Z2

15

SMJRP2

RS

Major Principal at Z2

16

SMNRP2

RS

Minor Principal at Z2

17

TMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

SX1R

RS

Normal in x at Z1

4

SX1I

RS

Normal in x at Z1

5

SY1R

RS

Normal in y at Z1

6

SY1I

RS

Normal in y at Z1

7

TXY1R

RS

Shear in xy at Z1

8

TXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

SX2R

RS

Normal in x at Z2

11

SX2I

RS

Normal in x at Z2

12

SY2R

RS

Normal in y at Z2

13

SY2I

RS

Normal in y at Z2

14

TXY2R

RS

Shear in xy at Z2

15

TXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

2-254

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

6

FD2

RS

Z2 = Fibre Distance

7

SX2

RS

Normal in x at Z2

8

SY2

RS

Normal in y at Z2

9

TXY2

RS

Shear in xy at Z2

End TCODE,7 End SCODE,6 ELTYPE =228

Quadrilateral plate element (CQUADR)

SCODE,6 =0

Strain

TCODE,7 =0

Real

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

EA1

RS

Theta ( Shear Angle ) at Z1

7

EMJRP1

RS

Major Principal at Z1

8

EMNRP1

RS

Minor Principal at Z1

9

EMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

EX2

RS

Normal in x at Z2

12

EY2

RS

Normal in y at Z2

13

EXY2

RS

Shear in xy at Z2

14

EA2

RS

Theta (Shear Angle) at Z2

15

EMJRP2

RS

Major Principal at Z2

16

EMNRP2

RS

Minor Principal at Z2

17

EMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

NX Nastran 5 DMAP Updates and Additions

2-255

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

2

FD1

RS

Z1 = Fibre Distance

3

EX1R

RS

Normal in x at Z1

4

EX1I

RS

Normal in x at Z1

5

EY1R

RS

Normal in y at Z1

6

EY1I

RS

Normal in y at Z1

7

EXY1R

RS

Shear in xy at Z1

8

EXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

EX2R

RS

Normal in x at Z2

11

EX2I

RS

Normal in x at Z2

12

EY2R

RS

Normal in y at Z2

13

EY2I

RS

Normal in y at Z2

14

EXY2R

RS

Shear in xy at Z2

15

EXY2I

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

EX1

RS

Normal in x at Z1

4

EY1

RS

Normal in y at Z1

5

EXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

EX2

RS

Normal in x at Z2

8

EY2

RS

Normal in y at Z2

9

EXY2

RS

Shear in xy at Z2

End TCODE,7 SCODE,6 =01

Stress

TCODE,7 =0

Real

2-256

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

SA1

RS

Theta ( Shear Angle ) at Z1

7

SMJRP1

RS

Major Principal at Z1

8

SMNRP1

RS

Minor Principal at Z1

9

SMAX1

RS

Maximum Shear at Z1

10

FD2

RS

Z2 = Fibre Distance

11

SX2

RS

Normal in x at Z2

12

SY2

RS

Normal in y at Z2

13

TXY2

RS

Shear in xy at Z2

14

SA2

RS

Theta (Shear Angle) at Z2

15

SMJRP2

RS

Major Principal at Z2

16

SMNRP2

RS

Minor Principal at Z2

17

SMAX2

RS

Maximum Shear at Z2

TCODE,7 =1

Real / Imaginary

2

FD1

RS

Z1 = Fibre Distance

3

SX1R

RS

Normal in x at Z1

4

SX1I

RS

Normal in x at Z1

5

SY1R

RS

Normal in y at Z1

6

SY1I

RS

Normal in y at Z1

7

TXY1R

RS

Shear in xy at Z1

8

TXY1I

RS

Shear in xy at Z1

9

FD2

RS

Z2 = Fibre Distance

10

SX2R

RS

Normal in x at Z2

NX Nastran 5 DMAP Updates and Additions

2-257

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

11

SX2I

RS

Normal in x at Z2

12

SY2R

RS

Normal in y at Z2

13

SY2I

RS

Normal in y at Z2

14

TXY2R

RS

Shear in xy at Z2

TCODE,7 =2

Random Response

2

FD1

RS

Z1 = Fibre Distance

3

SX1

RS

Normal in x at Z1

4

SY1

RS

Normal in y at Z1

5

TXY1

RS

Shear in xy at Z1

6

FD2

RS

Z2 = Fibre Distance

7

SX2

RS

Normal in x at Z2

8

SY2

RS

Normal in y at Z2

9

TXY2

RS

Shear in xy at Z2

Type

Description

End TCODE,7 End SCODE,6 Name

Word

ELTYPE =232

QUADR composite

SCODE,6 =0

Strain

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

2-258

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

11

TMAX1

RS

von Mises or Maximum shear

End SCODE,6 ELTYPE =233

TRIAR composite (Same as TRIAR composite)

SCODE,6 =0

Strain

2

PLY

I

Lamina Number

3

EX1

RS

Normal-1

4

EY1

RS

Normal-2

5

ET1

RS

Shear-12

6

EL1

RS

Shear-1Z

7

EL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

EMJRP1

RS

Major Principal

10

EMNRP1

RS

Minor Principal

11

ETMAX1

RS

von Mises or Maximum shear

NX Nastran 5 DMAP Updates and Additions

2-259

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

SCODE,6 =01

Stress

2

PLY

I

Lamina Number

3

SX1

RS

Normal-1

4

SY1

RS

Normal-2

5

T1

RS

Shear-12

6

SL1

RS

Shear-1Z

7

SL2

RS

Shear-2Z

8

A1

RS

Shear angle

9

MJRP1

RS

Major Principal

10

MNRP1

RS

Minor Principal

11

TMAX1

RS

von Mises or Maximum shear

Description

End SCODE,6 End ELTYPE Record 3 - TRAILER Word

Name

Type

1

UNDEF(6 )

None

Notes: 1.

For CBEAM (2) Item codes are given for end A. Addition of the quantity (K-1) 10 to the item code points to the same information for other stations, where K is the station number. K=11 for end B and 2-10 for intermediate stations.

2. For CTRIA6 (53) The stresses are repeated for each of the stress points within each element. For CHEX8 there are 9 stress points for each element. For CHEX20 there are 9 plus (the number of nondeleted mid-side nodes) stress points for each element. 3. For QUAD8 (64) For corner grids, real , add 17I to items 3 through 19, where I = 1,2,3,4 (87 total words). For corner grids, real/imaginary add 15I to items 3 through 19, where I = 1,2,3,4 (77 total words).

OPG Table of applied loads For all analysis types (real and complex), and SORT1 and SORT2 formats.

2-260

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

3

WORD

I

No Def or Month, Year, One, One

Word 3 repeats until End of Record

Record 1 – IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach Code

2

TCODE(C)

I

Table Code

3

UNDEF

None

4

SUBCASE

I

TCODE =1

Sort 1

ACODE =01

Statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =02

Subcase or Random identification number

Load set number

Real Eigenvalues

5

MODE

I

Mode Number

6

EIGN

RS

Eigenvalue

7

MODECYCL

F1

Mode or Cycle

ACODE =03

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =04

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

Load set number

Frequency

ACODE =05 5

Load set number

FREQ

RS

Frequency

NX Nastran 5 DMAP Updates and Additions

2-261

Updated and New Datablocks

Chapter 2

Word

Name

Type

6

UNDEF(2 )

None

Description

Transient

ACODE =06 5

TIME

RS

6

UNDEF(2 )

None

ACODE =07

Time Step

Buckling Phase 0 (Pre-buckling)

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =08

Load set

Buckling Phase 1 (Post-buckling)

5

LSDVMN

I

Mode Number

6

EIGR

RS

Eigenvalue

7

UNDEF

None

ACODE =09

Complex Eigenvalues

5

MODE

I

Mode

6

EIGR

RS

Eigenvalue (real)

7

EIGI

RS

Eigenvalue (imaginary)

ACODE =10

Nonlinear statics

5

LFTSFQ

RS

6

UNDEF(2 )

None

ACODE =11

Old geometric nonlinear statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =12 TIME

RS

6

UNDEF(2 )

None

End ACODE

2-262

Load set

CONTRAN ? (Can appear as ACODE=6)

5

TCODE =02

Load step

Sort 2

NX Nastran 5 DMAP Updates and Additions

Time

Updated and New Datablocks

Word

Name

Type

Description

5

LSDVMN

I

Load set, Mode Number

6

UNDEF(2 )

None

End TCODE 8

RCODE

I

Random code ID number.

9

FCODE(C)

I

Format Code

10

NUMWDE

I

Number of words per entry in DATA record

11

UNDEF(12 )

None

23

THERMAL

I

24

UNDEF(27 )

None

51

TITLE(32)

CHAR4

Title

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

1 for heat transfer and 0 otherwise

Record 2 – DATA Word

Name

TCODE =1 1

Type

Description

Sort 1 EKEY

TCODE =02

I

Device code + 10* Point identification number

Sort 2 - Swap with word 5 of IDENT

ACODE =01 1

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

ACODE =02 1 ACODE =03 1 ACODE =04 1 ACODE =05

NX Nastran 5 DMAP Updates and Additions

2-263

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

1

FREQ

RS

Frequency

TIME

RS

Time step

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

FQTS

RS

Frequency or Time step

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

TYPE

I

Point type: G for grid and S for scalar

ACODE =06 1 ACODE =07 1 ACODE =08 1 ACODE =09 1 ACODE =10 1 ACODE =11 1 ACODE =12 1 End ACODE End TCODE 2

FCODE =0 or 2

Real or Random Response

3

F1

RS

Applied force in direction 1

4

F2

RS

Applied force in direction 2

5

F3

RS

Applied force in direction 3

6

M1

RS

Applied moment in direction 1

7

M2

RS

Applied moment in direction 2

8

M3

RS

Applied moment in direction 3

FCODE =1

2-264

Real/Imaginary

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

3

F1R

RS

Applied force in direction 1 – Real

4

F2R

RS

Applied force in direction 2 – Real

5

F3R

RS

Applied force in direction 3 – Real

6

M1R

RS

Applied moment in direction 1 – Real

7

M2R

RS

Applied moment in direction 2 – Real

8

M3R

RS

Applied moment in direction 3 – Real

9

F1I

RS

Applied force in direction 1 – Imaginary

10

F2I

RS

Applied force in direction 2 – Imaginary

11

F3I

RS

Applied force in direction 3 – Imaginary

12

M1I

RS

Applied moment in direction 1 – Imaginary

13

M2I

RS

Applied moment in direction 2 – Imaginary

14

M3I

RS

Applied moment in direction 3 – Imaginary

End FCODE Record 3 – TRAILER Word

Name

Type

1

UNDEF(6 )

None

Description

OQG Table of single or multipoint constraint forces. Also contact force results from SOL 101, SOL 601,106, SOL 601,129 and SOL 701. For all analysis types (real and complex), and SORT1 and SORT2 formats. Contact force results are real only. Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

3

WORD

I

No Def or Month, Year, One, One

Word 3 repeats until End of Record

NX Nastran 5 DMAP Updates and Additions

2-265

Chapter 2

Updated and New Datablocks

Record 1 – IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach Code

2

TCODE(C)

I

Table Code

3

UNDEF

None

4

SUBCASE

I

TCODE =1

Sort 1

ACODE =01

Statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =02

Subcase or Random identification number

Load set number

Real Eigenvalues

5

MODE

I

Mode Number

6

EIGN

RS

Eigenvalue

7

MODECYCL

F1

Mode or Cycle

ACODE =03

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =04

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

5

FREQ

RS

6

UNDEF(2 )

None

Frequency

Transient

ACODE =06 5

TIME

RS

6

UNDEF(2 )

None

2-266

Load set number

Frequency

ACODE =05

ACODE =07

Load set number

Time Step

Buckling Phase 0 (Pre-buckling)

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

5

LSDVMN

I

Load set

6

UNDEF(2 )

None

ACODE =08

Buckling Phase 1 (Post-buckling)

5

LSDVMN

I

Mode Number

6

EIGR

RS

Eigenvalue

7

UNDEF

None

ACODE =09

Complex Eigenvalues

5

MODE

I

Mode

6

EIGR

RS

Eigenvalue (real)

7

EIGI

RS

Eigenvalue (imaginary)

ACODE =10

Nonlinear statics

5

LFTSFQ

RS

6

UNDEF(2 )

None

Load step or time step

Old geometric nonlinear statics

ACODE =11 5

LSDVMN

I

6

UNDEF(2 )

None

ACODE =12

Load set

CONTRAN (Can appear as ACODE=6)

5

TIME

RS

6

UNDEF(2 )

None

Time

End ACODE TCODE =02

Sort 2

5

LSDVMN

I

6

UNDEF(2 )

None

Load set, Mode Number

End TCODE 8

RCODE

I

Random code ID number

9

FCODE(C)

I

Format Code

NX Nastran 5 DMAP Updates and Additions

2-267

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

10

NUMWDE

I

Number of words per entry in DATA record

11

MPCFORCE

I

1 for MPCforce output and 0 for SPCforce output

12

UNDEF(11 )

None

23

THERMAL

I

24

UNDEF(27 )

None

51

TITLE(32)

CHAR4

Title

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

=1 for heat transfer and 0 otherwise

Record 2 - DATA Name

Word TCODE =1 1

Type

Description

Sort 1 EKEY

I

Device code + 10* Point identification number

Sort 2 - Swap with word 5 of IDENT

TCODE =02 ACODE =01 1

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

FREQ

RS

Frequency

TIME

RS

Time step

ACODE =02 1 ACODE =03 1 ACODE =04 1 ACODE =05 1 ACODE =06 1

2-268

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

FQTS

RS

Frequency or Time step

EKEY

I

Device code + 10* Point identification number

EKEY

I

Device code + 10* Point identification number

TYPE

I

Point type: G for grid and S for scalar

ACODE =07 1 ACODE =08 1 ACODE =09 1 ACODE =10 1 ACODE =11 1 ACODE =12 1 End ACODE End TCODE 2

FCODE =0 or 2

Real or Random Response

3

QF1

RS

Constraint force in direction 1

4

QF2

RS

Constraint force in direction 2

5

QF3

RS

Constraint force in direction 3

6

QM1

RS

Constraint moment in direction 1

7

QM2

RS

Constraint moment in direction 2

8

QM3

RS

Constraint moment in direction 3

FCODE =1

Real/Imaginary

3

QF1R

RS

Constraint force in direction 1 – Real

4

QF2R

RS

Constraint force in direction 2 – Real

5

QF3R

RS

Constraint force in direction 3 – Real

NX Nastran 5 DMAP Updates and Additions

2-269

Chapter 2

Updated and New Datablocks

Word

Name

Type

Description

6

QM1R

RS

Constraint moment in direction 1 – Real

7

QM2R

RS

Constraint moment in direction 2 – Real

8

QM3R

RS

Constraint moment in direction 3 – Real

9

QF1I

RS

Constraint force in direction 1 – Imaginary

10

QF2I

RS

Constraint force in direction 2 – Imaginary

11

QF3I

RS

Constraint force in direction 3 – Imaginary

12

QM1I

RS

Constraint moment in direction 1 – Imaginary

13

QM2I

RS

Constraint moment in direction 2 – Imaginary

14

QM3I

RS

Constraint moment in direction 3 – Imaginary

End FCODE

Data Format when Table Code = 63 (OQG contact force results) 1

EKEY

I

Device code + 10*Point identification number

2

TYPE

I

Point type, Grid or Scalar (always Grid for contact force)

3

QF1

RS

Contact force in direction X (Base C.S.)

4

QF2

RS

Contact force in direction Y (Base C.S.)

5

QF3

RS

Contact force in direction Z (Base C.S.)

6

QM1

RS

Not used

7

QM2

RS

Not used

8

QM2

RS

Not used

Repeat word 1-8 for each grid point.

Record 3 – TRAILER Word

Name

Type

1

UNDEF(6 )

None

2-270

NX Nastran 5 DMAP Updates and Additions

Description

Updated and New Datablocks

OUG Table of displacements, velocities, accelerations Also, temperatures for heat transfer and sound pressure levels for acoustic analyses. For all analysis types (real and complex), and SORT1 and SORT2 formats. Record 0 - HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

3

WORD

I

No Def or Month, Year, One, One

Word 3 repeats until End of Record

Record 1 - IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach Code

2

TCODE(C)

I

Table Code

3

UNDEF

None

4

SUBCASE

I

TCODE,1 =1

Sort 1

ACODE,4 =01

Statics

5

LSDVMN

I

6

UNDEF(2 )

None

Subcase or Random identification number

Load set number

ACODE,4 =02

Real Eigenvalues

5

MODE

I

Mode Number

6

EIGN

RS

Eigenvalue

7

MODECYCL

F1

Mode or Cycle

ACODE,4 =03

Differential Stiffness

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =04

Load set number

Differential Stiffness

NX Nastran 5 DMAP Updates and Additions

2-271

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

5

LSDVMN

I

Load set number

6

UNDEF(2 )

None

ACODE,4 =05

Frequency

5

FREQ

RS

6

UNDEF(2 )

None

ACODE,4 =06

Transient

5

TIME

RS

6

UNDEF(2 )

None

Frequency

Time Step

ACODE,4 =07

Buckling Phase 0 (Pre-buckling)

5

LSDVMN

I

6

UNDEF(2 )

None

Load set

ACODE,4 =08

Buckling Phase 1 (Post-buckling)

5

LSDVMN

I

Mode Number

6

EIGR

RS

Eigenvalue

7

UNDEF

None

ACODE,4 =09

Complex Eigenvalues

5

MODE

I

Mode

6

EIGR

RS

Eigenvalue (real)

7

EIGI

RS

Eigenvalue (imaginary)

ACODE,4 =10

Nonlinear statics

5

LFTSFQ

RS

6

UNDEF(2 )

None

Load step

ACODE,4 =11

Old geometric nonlinear statics

5

LSDVMN

I

6

UNDEF(2 )

None

ACODE,4 =12

2-272

Load set

CONTRAN ? ( Can appear as ACODE=6 )

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

5

TIME

RS

Time

6

UNDEF(2 )

None

End ACODE,4 TCODE,1 =02

Sort 2

5

LSDVMN

I

6

UNDEF(2 )

None

Load set, Mode Number

End TCODE,1 8

RCODE

I

Random code ID number

9

FCODE

I

Format Code

10

NUMWDE

I

Number of words per entry in DATA record

11

UNDEF(2)

None

13

ACFLAG(C)

I

14

UNDEF(9 )

None

23

THERMAL

I

24

UNDEF(27 )

None

51

TITLE(32)

CHAR4

Title

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

Type

Description

Acoustic presure flag

1 for heat transfer and 0 otherwise

Record 2 - DATA Word

Name

TCODE,1 =01

Sort 1

1

I

EKEY

TCODE,1 =02

Device code + 10* Point identification number

Sort 2 - Swap with word 5 of IDENT

ACODE,4 =01 1

EKEY

I

Device code + 10* Point identification number

ACODE,4 =02

NX Nastran 5 DMAP Updates and Additions

2-273

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

1

EKEY

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

RS

Frequency

RS

Time step

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

I

Device code + 10* Point identification number

RS

Frequency or Time step

I

Device code + 10* Point identification number

ACODE,4 =03 1

EKEY

ACODE,4 =04 1

EKEY

ACODE,4 =05 1

FREQ

ACODE,4 =06 1

TIME

ACODE,4 =07 1

EKEY

ACODE,4 =08 1

EKEY

ACODE,4 =09 1

EKEY

ACODE,4 =10 1

FQTS

ACODE,4 =11 1

EKEY

ACODE,4 =12 Word

Name

Type

Description

1

EKEY

I

Device code + 10* Point identification number

I

Point type: G for grid and S for scalar

End ACODE,4 End TCODE,1 2

TYPE

TABLCODE=01

2-274

Displacement - TablCode=MOD(TCODE,1000)

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

TCODE,2 =01 ACFLAG =0

Real

TCODE,7 =0 or 2

Real or Random Response

3

DT1

RS

Translation in direction 1

4

DT2

RS

Translation in direction 2

5

DT3

RS

Translation in direction 3

6

DR1

RS

Rotation in direction 1

7

DR2

RS

Rotation in direction 2

8

DR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

DT1R

RS

Translation in direction 1

4

DT2R

RS

Translation in direction 2

5

DT3R

RS

Translation in direction 3

6

DR1R

RS

Rotation in direction 1

7

DR2R

RS

Rotation in direction 2

8

DR3R

RS

Rotation in direction 3

9

DT1I

RS

Translation in direction 1 - imaginary

10

DT2I

RS

Translation in direction 2 - imaginary

11

DT3I

RS

Translation in direction 3 - imaginary

12

DR1I

RS

Rotation in direction 1 - imaginary

13

DR2I

RS

Rotation in direction 2 - imaginary

14

DR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Word

Name

ACFLAG =2

Acoustic Pressure

TCODE,7 =0 or 2

Real or Random Response

NX Nastran 5 DMAP Updates and Additions

2-275

Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

3

P

RS

Sound pressure level

4

PRMS

RS

RMS Sound pressure level

5

DB

RS

Sound pressure level in dB

6

DBA

RS

Sound pressure level in dBA

7

UNDEF(2 )

None

TCODE,7 =1

Real/ Imaginary

3

PR

RS

Sound pressure level

4

PRMSR

RS

RMS Sound pressure level

5

DBR

RS

Sound pressure level in dB

6

DBAR

RS

Sound pressure level in dBA

7

PI

RS

Sound pressure level - imaginary

8

PRMSI

RS

RMS Sound pressure level - imaginary

9

DBI

RS

Sound pressure level in dB - imaginary

10

DBAI

RS

Sound pressure level in dBA - imaginary

11

UNDEF(4 )

None

End TCODE,7 End ACFLAG Word

Name

Type

Description

TCODE,2 =07

Eigenvector Displacement

TCODE,7 =0 or 2

Real or Random Response

3

DT1

RS

Translation in direction 1

4

DT2

RS

Translation in direction 2

5

DT3

RS

Translation in direction 3

6

DR1

RS

Rotation in direction 1

7

DR2

RS

Rotation in direction 2

8

DR3

RS

Rotation in direction 3

2-276

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

TCODE,7 =1

Type

Description

Real/ Imaginary

3

DT1R

RS

Translation in direction 1

4

DT2R

RS

Translation in direction 2

5

DT3R

RS

Translation in direction 3

6

DR1R

RS

Rotation in direction 1

7

DR2R

RS

Rotation in direction 2

8

DR3R

RS

Rotation in direction 3

9

DT1I

RS

Translation in direction 1 - imaginary

10

DT2I

RS

Translation in direction 2 - imaginary

11

DT3I

RS

Translation in direction 3 - imaginary

12

DR1I

RS

Rotation in direction 1 - imaginary

13

DR2I

RS

Rotation in direction 2 - imaginary

14

DR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Word

Name

TCODE,2 =10

Velocity

TCODE,7 =0 or 2

Real or Random Response

3

VT1

RS

Translation in direction 1

4

VT2

RS

Translation in direction 2

5

VT3

RS

Translation in direction 3

6

VR1

RS

Rotation in direction 1

7

VR2

RS

Rotation in direction 2

8

VR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

VT1R

RS

Translation in direction 1

4

VT2R

RS

Translation in direction 2

NX Nastran 5 DMAP Updates and Additions

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Chapter 2

Word

Name

Type

Description

5

VT3R

RS

Translation in direction 3

6

VR1R

RS

Rotation in direction 1

7

VR2R

RS

Rotation in direction 2

8

VR3R

RS

Rotation in direction 3

9

VT1I

RS

Translation in direction 1 - imaginary

10

VT2I

RS

Translation in direction 2 - imaginary

11

VT3I

RS

Translation in direction 3 - imaginary

12

VR1I

RS

Rotation in direction 1 - imaginary

13

VR2I

RS

Rotation in direction 2 - imaginary

14

VR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Name

Word

TCODE,2 =11

Acceleration

TCODE,7 =0 or 2

Real or Random Response

3

AT1

RS

Translation in direction 1

4

AT2

RS

Translation in direction 2

5

AT3

RS

Translation in direction 3

6

AR1

RS

Rotation in direction 1

7

AR2

RS

Rotation in direction 2

8

AR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

AT1R

RS

Translation in direction 1

4

AT2R

RS

Translation in direction 2

5

AT3R

RS

Translation in direction 3

6

AR1R

RS

Rotation in direction 1

7

AR2R

RS

Rotation in direction 2

2-278

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

8

AR3R

RS

Rotation in direction 3

9

AT1I

RS

Translation in direction 1 - imaginary

10

AT2I

RS

Translation in direction 2 - imaginary

11

AT3I

RS

Translation in direction 3 - imaginary

12

AR1I

RS

Rotation in direction 1 - imaginary

13

AR2I

RS

Rotation in direction 2 - imaginary

14

AR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Word

Name

TCODE,2 =14

Eigenvector Displacement (Solution Set)

TCODE,7 =0 or 2

Real or Random Response

3

DT1

RS

Translation in direction 1

4

DT2

RS

Translation in direction 2

5

DT3

RS

Translation in direction 3

6

DR1

RS

Rotation in direction 1

7

DR2

RS

Rotation in direction 2

8

DR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

DT1R

RS

Translation in direction 1

4

DT2R

RS

Translation in direction 2

5

DT3R

RS

Translation in direction 3

6

DR1R

RS

Rotation in direction 1

7

DR2R

RS

Rotation in direction 2

8

DR3R

RS

Rotation in direction 3

9

DT1I

RS

Translation in direction 1 - imaginary

10

DT2I

RS

Translation in direction 2 - imaginary

NX Nastran 5 DMAP Updates and Additions

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Updated and New Datablocks

Chapter 2

Word

Name

Type

Description

11

DT3I

RS

Translation in direction 3 - imaginary

12

DR1I

RS

Rotation in direction 1 - imaginary

13

DR2I

RS

Rotation in direction 2 - imaginary

14

DR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Name

Word

TCODE,2 =15

Displacement (Solution Set)

TCODE,7 =0 or 2

Real or Random Response

3

DT1

RS

Translation in direction 1

4

DT2

RS

Translation in direction 2

5

DT3

RS

Translation in direction 3

6

DR1

RS

Rotation in direction 1

7

DR2

RS

Rotation in direction 2

8

DR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

DT1R

RS

Translation in direction 1

4

DT2R

RS

Translation in direction 2

5

DT3R

RS

Translation in direction 3

6

DR1R

RS

Rotation in direction 1

7

DR2R

RS

Rotation in direction 2

8

DR3R

RS

Rotation in direction 3

9

DT1I

RS

Translation in direction 1 - imaginary

10

DT2I

RS

Translation in direction 2 - imaginary

11

DT3I

RS

Translation in direction 3 - imaginary

12

DR1I

RS

Rotation in direction 1 - imaginary

13

DR2I

RS

Rotation in direction 2 - imaginary

2-280

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

Description

14

DR3I

RS

Rotation in direction 3 - imaginary

Type

Description

End TCODE,7 Word

Name

TCODE,2 =16

Velocity (Solution Set)

TCODE,7 =0 or 2

Real or Random Response

3

VT1

RS

Translation in direction 1

4

VT2

RS

Translation in direction 2

5

VT3

RS

Translation in direction 3

6

VR1

RS

Rotation in direction 1

7

VR2

RS

Rotation in direction 2

8

VR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

VT1R

RS

Translation in direction 1

4

VT2R

RS

Translation in direction 2

5

VT3R

RS

Translation in direction 3

6

VR1R

RS

Rotation in direction 1

7

VR2R

RS

Rotation in direction 2

8

VR3R

RS

Rotation in direction 3

9

VT1I

RS

Translation in direction 1 - imaginary

10

VT2I

RS

Translation in direction 2 - imaginary

11

VT3I

RS

Translation in direction 3 - imaginary

12

VR1I

RS

Rotation in direction 1 - imaginary

13

VR2I

RS

Rotation in direction 2 - imaginary

14

VR3I

RS

Rotation in direction 3 - imaginary

End TCODE,7

NX Nastran 5 DMAP Updates and Additions

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Updated and New Datablocks

Chapter 2

Name

Word

Type

Description

TCODE,2 =17

Acceleration (Solution Set)

TCODE,7 =0 or 2

Real or Random Response

3

AT1

RS

Translation in direction 1

4

AT2

RS

Translation in direction 2

5

AT3

RS

Translation in direction 3

6

AR1

RS

Rotation in direction 1

7

AR2

RS

Rotation in direction 2

8

AR3

RS

Rotation in direction 3

TCODE,7 =1

Real/ Imaginary

3

AT1R

RS

Translation in direction 1

4

AT2R

RS

Translation in direction 2

5

AT3R

RS

Translation in direction 3

6

AR1R

RS

Rotation in direction 1

7

AR2R

RS

Rotation in direction 2

8

AR3R

RS

Rotation in direction 3

9

AT1I

RS

Translation in direction 1 - imaginary

10

AT2I

RS

Translation in direction 2 - imaginary

11

AT3I

RS

Translation in direction 3 - imaginary

12

AR1I

RS

Rotation in direction 1 - imaginary

13

AR2I

RS

Rotation in direction 2 - imaginary

14

AR3I

RS

Rotation in direction 3 - imaginary

Description

End TCODE,7 End TCODE,2

Record 3 - TRAILER Word

Name

Type

1

UNDEF(6 )

None

2-282

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

2.2

New Datablocks

OCCORF Table of cross-correlation functions. Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

Record 1 – IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach code

2

TCODE(C)

I

Table code; always 4200

3

UNDEF

none

4

RANDID

I

RANDOM set identification number

5

DCODE

I

Device code +10*function number

6

RCROSSID

I

RCROSS identification number

7

UNDEF(2)

none

9

FCODE

I

Format Code

10

NUMWDE(C)

I

Length of entries in RECORD=DATA (always 3)

11

RTYPE1

CHAR4

Type of first response quantity

12

ID1

I

Element, grid or scalar point ID number

13

COMP1

I

Component code (item) ID number

14

RTYPE2

CHAR4

Type of second response quantity

15

ID2

I

Element, grid, or scalar point ID number

16

COMP2

I

Component code (item) ID number

17

CURID

I

Curve ID number

18

UNDEF(33)

none

51

TITLE(32)

CHAR4

Title

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Chapter 2

Word

Name

Type

Description

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

Record 2 – DATA Word

Name

Type

Description

1

FREQ

RS

Frequency (Hz)

2

CCORF

RS

Cross-correlation function

Record 3– TRAILER Word

Name

Type

Description

1

WORD1

I

Number of records

2

WORD2

I

Number of data values in record 2.

3

UNDEF(4)

none

OCPSDF Table of cross-power spectral density functions. Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block name

Record 1 – IDENT Word

Name

Type

Description

1

ACODE(C)

I

Device code + 10*Approach code

2

TCODE(C)

I

Table code; always 4100

3

UNDEF

none

4

RANDID

I

RANDOM set identification number

5

DCODE

I

Device code +10*function number

6

RCROSSID

I

RCROSS identification number

2-284

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

Word

Name

Type

7

UNDEF(2)

none

9

FCODE

I

Format code

10

NUMWDE(C)

I

Length of entries in RECORD=DATA (always 3)

11

RTYPE1

CHAR4

Type of first response quantity

12

ID1

I

Element, grid or scalar point ID number

13

COMP1

I

Component code (item) ID number

14

RTYPE2

CHAR4

Type of second response quantity

15

ID2

I

Element, grid, or scalar point ID number

16

COMP2

I

Component code (item) ID number

17

CURID

I

Curve ID number

18

UNDEF(33)

none

51

TITLE(32)

CHAR4

Title

83

SUBTITL(32)

CHAR4

Subtitle

115

LABEL(32)

CHAR4

Label

Description

Record 2 – DATA Word

Name

Type

Description

1

FREQ

RS

Frequency (Hz)

2

CPSDFR

RS

Real part of cross-power spectral density function value

3

CPSDFI

RS

Imaginary part of cross-power spectral density function value

Record 3– TRAILER Word

Name

Type

Description

1

WORD1

I

Number of records

2

WORD2

I

Number of data values in record 2.

3

UNDEF(4)

none

NX Nastran 5 DMAP Updates and Additions

2-285

Updated and New Datablocks

Chapter 2

OSDISP2 Table of Modal Contributions Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block Name

Record 1 – OSINT Word

Name

Type

1–10

OSDNUM

I

11–50

UNDEF (40)

None

51,52

SOLNM1(2)

Char4

53,54

SOLNM2(2)

Char4

55–144

UNDEF(90)

None

145

INUM

I

146

UNDEF

None

Description

Record 2 - OSNUM Word

Name

Type

1

ISTART

I

2

IVAL

I

3

AVAL

RS

Description

Record 3- Trailer Word

Name

Type

1

UNDEF(6 )

none

Description

Notes: 1. Records 1 and 2 may repeat in order for n number of times followed by the trailer.

2-286

NX Nastran 5 DMAP Updates and Additions

Updated and New Datablocks

OSHT Output shell element thickness results For SOLs 601/701, Sort 1 only. Record 0 – HEADER Word

Name

Type

Description

1

NAME(2)

CHAR4

Data block Name, e.g. OSHT1

Record 1 – IDENT Word

Name

Type

Description

2

TCODE

I

Table Code, 60

3

ELTYPE

I

Element Type

11–50

UNDEF

None

Record 2 - DATA Word

Name

ELTYPE=88

Type

Description

TRIA3 - Nonlinear

1

EKEY

I

2

TERM

CHAR4

“CEN”

3

GRID

I

Grid identification number; 0 for centroid

4

THICK

RS

Thickness

Words 3 through 4 repeat 004 times

ELTYPE=90

QUAD4 - Nonlinear

1

EKEY

I

2

TERM

CHAR4

“CEN”

3

GRID

I

Grid identification number; 0 for centroid

4

THICK

RS

Thickness

Words 3 through 4 repeat 005 times

NX Nastran 5 DMAP Updates and Additions

2-287

Chapter 2

Updated and New Datablocks

Name

Word ELTYPE=240

Type

Description

TRIA6 - Nonlinear

1

EKEY

I

2

TERM

CHAR4

“CEN”

3

GRID

I

Grid identification number; 0 for centroid

4

THICK

RS

Thickness

Words 3 through 4 repeat 004 times

ELTYPE=241

QUAD8 - Nonlinear

1

EKEY

I

2

TERM

CHAR4

“CEN”

3

GRID

I

Grid identification number; 0 for centroid

4

THICK

RS

Thickness

Words 3 through 4 repeat 005 times

2-288

NX Nastran 5 DMAP Updates and Additions

Chapter

3

Updated and New Subdmaps

The following is the list of subdmaps where calling arguments and/or the input/output data blocks have changed: attmods.dat (new) cforce.dat cforcerd.dat cforcrd1.dat (new) cforcrd2.dat conattm.dat (new) conmods.dat ddamexe.dat (new) ddampost.dat (new) ddampre.dat (new) disopts.dat disprs.dat genmodes.dat (new) ifpl.dat largrgb.dat (new) mkpxout.dat (new) modcon.dat (new) phase1a.dat phase1b.dat phase1c.dat phase1d.dat (new) phase1dr.dat phase1e.dat (new) phase1f.dat (new) poolit.dat (new) resddam.dat (new) sdr2stat.dat sdree1.dat (new)

NX Nastran 5 DMAP Updates and Additions

3-1

Chapter 3

Updated and New Subdmaps

sedrcvr.dat semg.dat semg1.dat skewmat.dat (new) super1.dat super3.dat tranmat.dat (new) vdr1.dat xform.dat (new) xmtrxin.dat

3-2

NX Nastran 5 DMAP Updates and Additions