Catia Fea

Analysis1.CATAnalysis

Analysis1.CATAnalysis MESH:

Entity

Size

Nodes

684

Elements

2071

ELEMENT TYPE:

Connectivity

Statistics

TE4

2071 ( 100.00% )

Materials.1

Material

Aluminium

Young Modulus

7e+010N_m2

Poisson Ratio

0.346

Density

2710kg_m3

Thermal Expansion

2.36e-005_Kdeg

Yield Strength

9.5e+007N_m2

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Analysis1.CATAnalysis

Boundary Conditions

STRUCTURE Computation Number of nodes : 684 Number of elements : 2071 Number of D.O.F. : 2052 Number of Contact relations : 0 Number of Kinematic relations : 0

Linear tetrahedron : 2071

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Analysis1.CATAnalysis

RESTRAINT Computation Name: RestraintSet.1 Number of S.P.C : 192

LOAD Computation Name: LoadSet.1 Applied load resultant : Fx = -9 . 313e-009 Fy = -5 . 332e-008 Fz = -5 . 000e+001 Mx = -3 . 069e+001 My = 1 . 475e+001 Mz = -1 . 131e-008

N N N Nxm Nxm Nxm

STIFFNESS Computation Number of lines : 2052 Number of coefficients : 34146 Number of blocks : 1 Maximum number of coefficients per bloc : 34146 Total matrix size : 0 . 40 Mb

SINGULARITY Computation Restraint: RestraintSet.1 Number of local singularities : 0 Number of singularities in translation : 0 Number of singularities in rotation : 0 Generated constraint type : MPC

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Analysis1.CATAnalysis

CONSTRAINT Computation Restraint: RestraintSet.1 Number of constraints : 192 Number of coefficients : 0 Number of factorized constraints : 192 Number of coefficients : 0 Number of deferred constraints : 0

FACTORIZED Computation Method : SPARSE Number of factorized degrees : 1860 Number of supernodes : 374 Number of overhead indices : 12138 Number of coefficients : 102651 Maximum front width : 183 Maximum front size : 16836 Size of the factorized matrix (Mb) : 0 . 783165 Number of blocks : 1 Number of Mflops for factorization : 9 . 074e+000 199eNumber of Mflops for solve : 4. 001 Minimum relative pivot : 1 . 441e-003

DIRECT METHOD Computation Name: StaticSet.1 Restraint: RestraintSet.1 Load: LoadSet.1 Strain Energy : 1.606e-004 J Equilibrium

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Analysis1.CATAnalysis

Components

Applied Forces

Fx (N)

-9.3132e-009

9.3062e-009

-7.0562e-012

7.2807e-014

Fy (N)

-5.3318e-008

5.3306e-008

-1.1822e-011

1.2198e-013

Fz (N)

-5.0000e+001

5.0000e+001

2.5743e-011

2.6562e-013

Mx (Nxm)

-3.0692e+001

3.0692e+001

1.3401e-011

2.1147e-013

My (Nxm)

1.4750e+001

-1.4750e+001

-1.0637e-011

1.6786e-013

Mz (Nxm)

-1.1311e-008

1.1310e-008

-2.2944e-013

3.6207e-015

Reactions

Residual

Relative Magnitude Error

Static Case Solution.1 - Deformed Mesh

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Analysis1.CATAnalysis

Display On Deformed Mesh ---- Display On Boundary ---- Over all the Model

Static Case Solution.1 - Von Mises Stress (nodal values)

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Analysis1.CATAnalysis

---- Volume Elements ---- : Components : All Display On Deformed Mesh ---- Display On Boundary ---- Over all the Model

Global Sensors

Sensor Name

Sensor Value

Energy

1.606e-004J

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