Calculos Vane.xlsx
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Acero 1045 profe
Tiempo
Fuerza (N) ∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.7947286 0 0.0063736301 0 0.0063736301 0 0.14 0.7947286 0.01372917 0.0063736301 4.57639E-05 0.0063739218 4.5762853E-05 0.39 890.9702 0.05540625 7.1454764365 0.0001846875 7.1467961167 0.0001846704 0.91 2311.071 0.1420521 18.5345181844 0.000473507 18.5432944085 0.0004733949 1.81 3697.753 0.2920521 29.6555450784 0.000973507 29.6844149591 0.0009730334 3.4 6004.333 0.5570625 48.1540459698 0.001856875 48.2434620139 0.0018551531 3.67 6392.082 0.6020521 51.2637474422 0.0020068403 51.3666255982 0.0020048293 5.46 8997.639 0.9003541 72.1600087847 0.0030011803 72.3765739839 0.0029966858 8.08 12970.05 1.337052 104.0182787882 0.00445684 104.4818716138 0.0044469377 10.74 17192.21 1.780375 137.8795064603 0.0059345833 138.6977638813 0.0059170431 16.79 27819.91 2.788677 223.1124131551 0.00929559 225.1863746717 0.0092526519 20.95 36680.34 3.48201 294.1720218631 0.0116067 297.5863882693 0.011539859 26.47 51364.22 4.401979 411.93501611 0.0146732633 417.9794470776 0.0145666526 32.14 68090.2 5.347031 546.0754126887 0.0178234367 555.808353222 0.0176664617 35.06 76342.54 5.833635 612.2582109644 0.01944545 624.1638473928 0.019258803 41.04 89575.89 6.830292 718.3881248507 0.02276764 734.7441270576 0.0225123253 46.82 96589.32 7.793604 774.6350103293 0.02597868 794.7590053794 0.0256469668 55.03 102161.7 9.161917 819.3248439347 0.0305397233 844.3467979886 0.0300826682 73.4 109018.1 12.22353 874.3123672429 0.0407451 909.9363120774 0.0399368989 101.01 111963.3 16.82517 897.9325255836 0.0560839 948.2920835552 0.0545676329 106.08 111992.1 17.67014 898.1634982035 0.0589004667 951.0657473907 0.0572310742 109.91 111884.9 18.30842 897.3037667849 0.0610280667 952.0644808845 0.0592383123 120.86 108515.2 20.13341 870.279168265 0.0671113667 928.6847926288 0.0649553405 130.47 99524.93 21.73506 798.1782579955 0.0724502 856.0064324229 0.0699459372
Acero 1045 k4 Tiempo
Fuerza (N) ∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 2.543132 0 0.0203956202 0 0.0203956202 0 0.14 2.543132 0.01371875 0.0203956202 4.57291667E-05 0.0203965528 4.5728121E-05 0.39 890.9702 0.05540625 7.1454764365 0.0001846875 7.1467961167 0.0001846704 0.91 2003.431 0.1420833 16.0672814901 0.000473611 16.0748911314 0.0004734989 1.81 3000.657 0.2920625 24.0649169721 0.0009735417 24.0883451715 0.0009730681 3.4 5002.936 0.5570521 40.1229595574 0.0018568403 40.197461487 0.0018551185 3.67 5388.141 0.6020729 43.2122584484 0.0020069097 43.2989815476 0.0020048985 5.46 8012.931 0.900375 64.2627661935 0.00300125 64.4556348206 0.0029967552 8.08 12003.7 1.337031 96.2682652025 0.00445677 96.6973107188 0.004446868 10.74 16101.68 1.780344 129.1335838488 0.00593448 129.8999245195 0.0059169403 16.79 26031.06 2.788698 208.766046101 0.00929566 210.7066642851 0.0092527212 20.95 34265.75 3.482 274.8072934481 0.0116066667 277.9968901007 0.011539826 26.47 48025.92 4.402 385.1622419049 0.0146733333 390.8138558678 0.0145667216 32.14 64015.87 5.346969 513.3997642668 0.01782323 522.5502063473 0.0176662586
35.06 41.04 46.82 55.03 73.4 98.19 101.01 106.08 109.91 120.86 130.47
72232.09 86006.44 94009 100000.4 105686.4 106394.6 106113.7 105024.6 103991.7 98453.6 80889.66
5.833614 6.830281 7.793604 9.161927 12.22357 16.35515 16.82512 17.67015 18.30849 20.13342 21.73618
579.2928843816 689.7615547742 753.9411467649 801.9914715926 847.5925242632 853.2722051463 851.0194201137 842.2849659344 834.0012291593 789.5863171307 648.725579698
0.01944538 0.0227676033 0.02597868 0.0305397567 0.0407452333 0.0545171667 0.0560837333 0.0589005 0.0610283 0.0671114 0.0724539333
590.5574546497 705.4657722479 773.5275425556 826.4840959838 882.1278794359 899.7901881663 898.7477663329 891.8959715704 884.8989063728 842.5765602942 695.728299601
0.0192587343 0.0225122894 0.0256469668 0.0300827006 0.0399370271 0.0530830002 0.0545674751 0.0572311056 0.0592385322 0.0649553717 0.0699494183
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
51,3666256 Mpa 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
1000
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
900
43,2989815 Mpa
800 700 600 500 400 300 200 100 0
0
0.01
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04
0.05
Ing
0.06
0.07
0.08
rea l
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05 real
0.06
0.07
0.08
ACERO 1020 K2 Tiempo
Fuerza (N) 0 2.503395 0.14 2.423922 0.39 277.5192 0.91 689.0694 1.81 1745.065 3.4 3561.02 3.7 3911.932 5.46 5954.623 8.08 9059.787 10.74 12382.67 16.79 21093.96 20.95 29465.99 26.47 43168.98 32.14 57992.38 35.06 63449.3 41.04 69318.77 46.82 72050.61 55.03 73932.25 73.4 76007.05 98.19 77026.84 101.01 77053.86 102.68 77063.72 109.91 76999.98 120.86 75947.72 130.47 70748.96 ACERO 1020 K3
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0200769341 0 0.0200769341 0 0.01370833 0.01943957 4.56944333E-05 0.0194404582 4.56933894E-05 0.05541667 2.2256714133 0.0001847222 2.2260825443 0.0001847052 0.1420729 5.5262557163 0.0004735763 5.5288728203 0.0004734642 0.2920729 13.9952164929 0.0009735763 14.0088419044 0.0009731027 0.5570729 28.5589624659 0.0018569097 28.6119938793 0.0018551877 0.6070625 31.3732355216 0.0020235417 31.4367205709 0.0020214971 0.9003958 47.755377604 0.0030013193 47.8987067421 0.0029968244 1.337052 72.6584284507 0.00445684 72.982255441 0.0044469377 1.780354 99.3075601252 0.0059345133 99.8969021649 0.0059169735 2.788687 169.1710835368 0.0092956233 170.7436342083 0.0092526849 3.482031 236.3137815652 0.01160677 239.0566212757 0.0115399282 4.401989 346.2101531329 0.0146732967 351.2901974189 0.0145666855 5.347021 465.0920814053 0.0178234033 473.3816051593 0.0176664289 5.833646 508.8559393615 0.0194454867 518.7508907456 0.0192588389 6.830302 555.9283998993 0.0227676733 568.585596105 0.0225123579 7.793614 577.8374360807 0.0259787133 592.8489091859 0.0256469993 9.161959 592.9279680447 0.0305398633 611.0359071553 0.0300828041 12.22358 609.5676205387 0.0407452667 634.4046157889 0.0399370591 16.35519 617.7462166524 0.0545173 651.4240724696 0.0530831267 16.8252 617.9629138813 0.056084 652.6207459434 0.0545677276 17.1035 618.0419899241 0.0570116667 653.2775938396 0.0554457444 18.3085 617.5308026048 0.0610283333 655.2176782698 0.0592385636 20.13343 609.0918009019 0.0671114333 649.968824692 0.064955403 21.73509 567.3983558471 0.0724503 608.5065369477 0.0699460304
Tiempo
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0242197969 0 0.0242197969 0 0.01372917 0.0242197969 4.57639E-05 0.0242209053 4.57628529E-05 0.05540625 7.4163559925 0.0001846875 7.4177257007 0.0001846704 0.1420521 15.0417630576 0.000473507 15.0488854377 0.0004733949 0.2920521 23.4167179779 0.000973507 23.4395143167 0.0009730334 0.5570521 37.8501167984 0.0018568403 37.9203984219 0.0018551185 0.6020208 40.351766809 0.002006736 40.4327421521 0.0020047252 0.9004167 57.102943791 0.003001389 57.2743319383 0.0029968938 1.337073 82.6089614938 0.00445691 82.9771422004 0.0044470074 1.780344 109.7717425915 0.00593448 110.4231808025 0.0059169403 2.788656 182.85877763 0.00929552 184.5585450547 0.0092525825 3.482052 254.0066852458 0.01160684 256.9549002004 0.0115399974 4.402 366.7663955112 0.0146733333 372.148081088 0.0145667216
Fuerza (N) 0 3.019969 0.14 3.019969 0.39 924.7462 0.91 1875.559 1.81 2919.833 3.4 4719.535 3.67 5031.466 5.46 7120.172 8.08 10300.52 10.74 13687.45 16.79 22800.68 20.95 31672.12 26.47 45732.14
32.14 35.06 41.04 46.82 55.03 73.4 98.19 101.01 102.68 106.68 120.86 130.47
60346.76 65049.8 70375.72 72833.82 74579.08 76522.47 77532.05 77573.46 77588.71 77610.85 77478.05 76205.18
5.347 5.831948 6.830271 7.793646 9.161917 12.16354 16.35517 16.82349 17.10348 17.77014 20.13344 21.7351
483.9739326868 521.691761521 564.4050148519 584.1186883604 598.1154687304 613.7012284471 621.7979415592 622.1300448992 622.2523481094 622.4299083109 621.3648678968 611.1565998854
0.0178233333 0.0194398267 0.02276757 0.02597882 0.0305397233 0.0405451333 0.0545172333 0.0560783 0.0570116 0.0592338 0.0671114667 0.0724503333
492.5999614137 531.8333589384 577.2551455359 599.2934026239 616.3817496668 638.5838265813 655.6966450253 657.018040196 657.7279500788 659.2987970138 663.0655755165 655.435099266
0.0176663602 0.0192532869 0.0225122569 0.0256471033 0.0300826682 0.0397447425 0.0530830635 0.0545623303 0.0554456813 0.0575458166 0.0649554342 0.0699460615
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
31,4367206 Mpa
Esfue 700 600 500 400 300 200 100 0
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
40,4327422 Mpa
Es 700 600 500 400 300 200 100 0
0
0.01
0.02
300 200 100 0
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
Esfuerzo Vs Deformación 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05
0.06
0.07
0.08
REAL
Esfuerzo Vs Deformación 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05 REAL
0.06
0.07
0.08
ACERO 4140 K3 Tiempo
Fuerza (N) 0 0.834465 0.14 0.7152557 0.39 924.9846 0.91 2002.676 1.81 3103.892 3.4 5409.44 3.68 5825.162 5.46 8499.305 8.08 12582.86 10.74 16922.87 16.79 27658.38 20.95 36825.5 26.47 51456.13 32.14 67227.2 35.06 74519 41.04 85770.61 46.82 93397.22 55.03 101066.2 73.4 108373.3 74.44 108416.3 98.89 87180.73 102.68 78935.19
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0066923114 0 0.0066923114 0 0.01373958 0.0057362668 4.57986E-05 0.0057365295 4.5797551E-05 0.05541667 7.4182679325 0.0001847222 7.4196382515 0.0001847052 0.1420833 16.0612264787 0.000473611 16.0688332523 0.0004734989 0.2920521 24.892849556 0.000973507 24.9170829193 0.0009730334 0.5570729 43.3830739286 0.0018569097 43.463632378 0.0018551877 0.6037083 46.717115578 0.002012361 46.8111272794 0.0020103389 0.9003854 68.1634285909 0.0030012847 68.368006444 0.0029967898 1.337073 100.9130604302 0.00445691 101.3628208584 0.0044470074 1.780354 135.719431271 0.0059345133 136.5248600455 0.0059169735 2.788687 221.8169615128 0.0092956233 223.878888436 0.0092526849 3.482031 295.3361880266 0.01160677 298.7640872337 0.0115399282 4.401979 412.6721235231 0.0146732633 418.7273702619 0.0145666526 5.347021 539.1542539735 0.0178234033 548.763817701 0.0176664289 5.831989 597.6336341816 0.0194399633 609.2516101168 0.019253421 6.830323 687.8702258521 0.0227677433 703.5314786009 0.0225124263 7.793646 749.0347429656 0.02597882 768.4937817269 0.0256471033 9.161979 810.5390625065 0.03053993 835.2928687377 0.0300828688 12.22357 869.1411469189 0.0407452333 904.5545057497 0.0399370271 12.3969 869.4860018723 0.041323 905.4157719277 0.0404920201 16.47186 699.1792227553 0.0549062 737.5684969958 0.053451853 17.1036 633.0509596816 0.057012 669.142460995 0.0554460597
ACERO 4140 K5
Tiempo 0 0.14 0.39 0.91 1.81 3.4 3.67 5.46 8.08 10.74 16.79 20.95 26.47 32.14 35.06
Fuerza (N) 1.430511 1.311302 868.1615 1798.153 2710.303 4789.432 5186.399 7888.953 12105.19 16415.71 26641.53 34703.29 48282.98 63322.9 70552.27
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0114725303 0 0.0114725303 0 0.0136875 0.0105164881 0.000045625 0.010516968 0.000045624 0.05538541 6.9625533394 0.000184618 6.9638387523 0.000184601 0.1420729 14.4209760223 0.0004735763 14.4278054552 0.0004734642 0.2920625 21.7363119691 0.0009735417 21.7574731745 0.0009730681 0.5570625 38.410682535 0.001856875 38.4820063711 0.0018551531 0.6020729 41.5943112855 0.0020069097 41.6777873109 0.0020048985 0.900375 63.268477184 0.00300125 63.4583617012 0.0029967552 1.337042 97.0822030913 0.0044568067 97.5148797012 0.0044469045 1.780365 131.6520675931 0.00593455 132.4333633708 0.0059170099 2.788698 213.661943854 0.00929566 215.648072639 0.0092527212 3.48199 278.3163128968 0.0116066333 281.5466282913 0.0115397931 4.40201 387.2238329355 0.0146733667 392.9057102182 0.0145667545 5.346969 507.8422261962 0.01782323 516.8936149974 0.0176662586 5.832021 565.8209251313 0.01944007 576.8205235233 0.0192535256
41.04 46.82 55.03 73.4 86.5 98.89 102.68 111.6
82359.99 90358.14 98498.47 107065.3 108104.7 100700.3 96420.81 72461.25
6.830344 7.793594 9.161979 12.22356 14.40683 16.47182 17.10348 18.5911
660.5174537347 724.661678043 789.9461692646 858.6511404305 866.9870064428 807.6045874499 773.2835799062 581.1307206865
0.0227678133 0.0259786467 0.03053993 0.0407452 0.0480227667 0.0549060667 0.0570116 0.0619703333
675.5559918248 743.4874077298 814.0710699777 893.6370528776 908.6221211562 851.9469787687 817.3697140504 617.1435851577
0.0225124948 0.0256469343 0.0300828688 0.039936995 0.0469053096 0.0534517266 0.0554456813 0.0601259877
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
Esfuerzo
46,8111273 Mpa 1000 900 800 700 600 500 400 300 200 100 0
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
41,6777873 Mpa
1000 900 800 700 600 500 400 300 200 100 0
0
0
300 200 100 0
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0
Esfuerzo Vs Deformación
0.01
0.02
0.03 ING
0.04
0.05
0.06
REAL
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
REAL
0.05
0.06
0.07
300 200 100 0
0
0.01
0.02
0.03
0.04 ING
REAL
0.05
0.06
0.07
0.06
0.07
0.06
0.07
Tiempo
Fuerza (N) ∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.7947286 0 0.0063736301 0 0.0063736301 0 0.14 0.7947286 0.01372917 0.0063736301 4.57639E-05 0.0063739218 4.5762853E-05 0.39 890.9702 0.05540625 7.1454764365 0.0001846875 7.1467961167 0.0001846704 0.91 2311.071 0.1420521 18.5345181844 0.000473507 18.5432944085 0.0004733949 1.81 3697.753 0.2920521 29.6555450784 0.000973507 29.6844149591 0.0009730334 3.4 6004.333 0.5570625 48.1540459698 0.001856875 48.2434620139 0.0018551531 3.67 6392.082 0.6020521 51.2637474422 0.0020068403 51.3666255982 0.0020048293 5.46 8997.639 0.9003541 72.1600087847 0.0030011803 72.3765739839 0.0029966858 8.08 12970.05 1.337052 104.0182787882 0.00445684 104.4818716138 0.0044469377 10.74 17192.21 1.780375 137.8795064603 0.0059345833 138.6977638813 0.0059170431 16.79 27819.91 2.788677 223.1124131551 0.00929559 225.1863746717 0.0092526519 20.95 36680.34 3.48201 294.1720218631 0.0116067 297.5863882693 0.011539859 26.47 51364.22 4.401979 411.93501611 0.0146732633 417.9794470776 0.0145666526 32.14 68090.2 5.347031 546.0754126887 0.0178234367 555.808353222 0.0176664617 35.06 76342.54 5.833635 612.2582109644 0.01944545 624.1638473928 0.019258803 41.04 89575.89 6.830292 718.3881248507 0.02276764 734.7441270576 0.0225123253 46.82 96589.32 7.793604 774.6350103293 0.02597868 794.7590053794 0.0256469668 55.03 102161.7 9.161917 819.3248439347 0.0305397233 844.3467979886 0.0300826682 73.4 109018.1 12.22353 874.3123672429 0.0407451 909.9363120774 0.0399368989 101.01 111963.3 16.82517 897.9325255836 0.0560839 948.2920835552 0.0545676329 106.08 111992.1 17.67014 898.1634982035 0.0589004667 951.0657473907 0.0572310742 109.91 111884.9 18.30842 897.3037667849 0.0610280667 952.0644808845 0.0592383123 120.86 108515.2 20.13341 870.279168265 0.0671113667 928.6847926288 0.0649553405 130.47 99524.93 21.73506 798.1782579955 0.0724502 856.0064324229 0.0699459372
Acero 1045 k4 Tiempo
Fuerza (N) ∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 2.543132 0 0.0203956202 0 0.0203956202 0 0.14 2.543132 0.01371875 0.0203956202 4.57291667E-05 0.0203965528 4.5728121E-05 0.39 890.9702 0.05540625 7.1454764365 0.0001846875 7.1467961167 0.0001846704 0.91 2003.431 0.1420833 16.0672814901 0.000473611 16.0748911314 0.0004734989 1.81 3000.657 0.2920625 24.0649169721 0.0009735417 24.0883451715 0.0009730681 3.4 5002.936 0.5570521 40.1229595574 0.0018568403 40.197461487 0.0018551185 3.67 5388.141 0.6020729 43.2122584484 0.0020069097 43.2989815476 0.0020048985 5.46 8012.931 0.900375 64.2627661935 0.00300125 64.4556348206 0.0029967552 8.08 12003.7 1.337031 96.2682652025 0.00445677 96.6973107188 0.004446868 10.74 16101.68 1.780344 129.1335838488 0.00593448 129.8999245195 0.0059169403 16.79 26031.06 2.788698 208.766046101 0.00929566 210.7066642851 0.0092527212 20.95 34265.75 3.482 274.8072934481 0.0116066667 277.9968901007 0.011539826 26.47 48025.92 4.402 385.1622419049 0.0146733333 390.8138558678 0.0145667216 32.14 64015.87 5.346969 513.3997642668 0.01782323 522.5502063473 0.0176662586
35.06 41.04 46.82 55.03 73.4 98.19 101.01 106.08 109.91 120.86 130.47
72232.09 86006.44 94009 100000.4 105686.4 106394.6 106113.7 105024.6 103991.7 98453.6 80889.66
5.833614 6.830281 7.793604 9.161927 12.22357 16.35515 16.82512 17.67015 18.30849 20.13342 21.73618
579.2928843816 689.7615547742 753.9411467649 801.9914715926 847.5925242632 853.2722051463 851.0194201137 842.2849659344 834.0012291593 789.5863171307 648.725579698
0.01944538 0.0227676033 0.02597868 0.0305397567 0.0407452333 0.0545171667 0.0560837333 0.0589005 0.0610283 0.0671114 0.0724539333
590.5574546497 705.4657722479 773.5275425556 826.4840959838 882.1278794359 899.7901881663 898.7477663329 891.8959715704 884.8989063728 842.5765602942 695.728299601
0.0192587343 0.0225122894 0.0256469668 0.0300827006 0.0399370271 0.0530830002 0.0545674751 0.0572311056 0.0592385322 0.0649553717 0.0699494183
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
51,3666256 Mpa 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
1000
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
900
43,2989815 Mpa
800 700 600 500 400 300 200 100 0
0
0.01
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04
0.05
Ing
0.06
0.07
0.08
rea l
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05 real
0.06
0.07
0.08
ACERO 1020 K2 Tiempo
Fuerza (N) 0 2.503395 0.14 2.423922 0.39 277.5192 0.91 689.0694 1.81 1745.065 3.4 3561.02 3.7 3911.932 5.46 5954.623 8.08 9059.787 10.74 12382.67 16.79 21093.96 20.95 29465.99 26.47 43168.98 32.14 57992.38 35.06 63449.3 41.04 69318.77 46.82 72050.61 55.03 73932.25 73.4 76007.05 98.19 77026.84 101.01 77053.86 102.68 77063.72 109.91 76999.98 120.86 75947.72 130.47 70748.96 ACERO 1020 K3
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0200769341 0 0.0200769341 0 0.01370833 0.01943957 4.56944333E-05 0.0194404582 4.56933894E-05 0.05541667 2.2256714133 0.0001847222 2.2260825443 0.0001847052 0.1420729 5.5262557163 0.0004735763 5.5288728203 0.0004734642 0.2920729 13.9952164929 0.0009735763 14.0088419044 0.0009731027 0.5570729 28.5589624659 0.0018569097 28.6119938793 0.0018551877 0.6070625 31.3732355216 0.0020235417 31.4367205709 0.0020214971 0.9003958 47.755377604 0.0030013193 47.8987067421 0.0029968244 1.337052 72.6584284507 0.00445684 72.982255441 0.0044469377 1.780354 99.3075601252 0.0059345133 99.8969021649 0.0059169735 2.788687 169.1710835368 0.0092956233 170.7436342083 0.0092526849 3.482031 236.3137815652 0.01160677 239.0566212757 0.0115399282 4.401989 346.2101531329 0.0146732967 351.2901974189 0.0145666855 5.347021 465.0920814053 0.0178234033 473.3816051593 0.0176664289 5.833646 508.8559393615 0.0194454867 518.7508907456 0.0192588389 6.830302 555.9283998993 0.0227676733 568.585596105 0.0225123579 7.793614 577.8374360807 0.0259787133 592.8489091859 0.0256469993 9.161959 592.9279680447 0.0305398633 611.0359071553 0.0300828041 12.22358 609.5676205387 0.0407452667 634.4046157889 0.0399370591 16.35519 617.7462166524 0.0545173 651.4240724696 0.0530831267 16.8252 617.9629138813 0.056084 652.6207459434 0.0545677276 17.1035 618.0419899241 0.0570116667 653.2775938396 0.0554457444 18.3085 617.5308026048 0.0610283333 655.2176782698 0.0592385636 20.13343 609.0918009019 0.0671114333 649.968824692 0.064955403 21.73509 567.3983558471 0.0724503 608.5065369477 0.0699460304
Tiempo
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0242197969 0 0.0242197969 0 0.01372917 0.0242197969 4.57639E-05 0.0242209053 4.57628529E-05 0.05540625 7.4163559925 0.0001846875 7.4177257007 0.0001846704 0.1420521 15.0417630576 0.000473507 15.0488854377 0.0004733949 0.2920521 23.4167179779 0.000973507 23.4395143167 0.0009730334 0.5570521 37.8501167984 0.0018568403 37.9203984219 0.0018551185 0.6020208 40.351766809 0.002006736 40.4327421521 0.0020047252 0.9004167 57.102943791 0.003001389 57.2743319383 0.0029968938 1.337073 82.6089614938 0.00445691 82.9771422004 0.0044470074 1.780344 109.7717425915 0.00593448 110.4231808025 0.0059169403 2.788656 182.85877763 0.00929552 184.5585450547 0.0092525825 3.482052 254.0066852458 0.01160684 256.9549002004 0.0115399974 4.402 366.7663955112 0.0146733333 372.148081088 0.0145667216
Fuerza (N) 0 3.019969 0.14 3.019969 0.39 924.7462 0.91 1875.559 1.81 2919.833 3.4 4719.535 3.67 5031.466 5.46 7120.172 8.08 10300.52 10.74 13687.45 16.79 22800.68 20.95 31672.12 26.47 45732.14
32.14 35.06 41.04 46.82 55.03 73.4 98.19 101.01 102.68 106.68 120.86 130.47
60346.76 65049.8 70375.72 72833.82 74579.08 76522.47 77532.05 77573.46 77588.71 77610.85 77478.05 76205.18
5.347 5.831948 6.830271 7.793646 9.161917 12.16354 16.35517 16.82349 17.10348 17.77014 20.13344 21.7351
483.9739326868 521.691761521 564.4050148519 584.1186883604 598.1154687304 613.7012284471 621.7979415592 622.1300448992 622.2523481094 622.4299083109 621.3648678968 611.1565998854
0.0178233333 0.0194398267 0.02276757 0.02597882 0.0305397233 0.0405451333 0.0545172333 0.0560783 0.0570116 0.0592338 0.0671114667 0.0724503333
492.5999614137 531.8333589384 577.2551455359 599.2934026239 616.3817496668 638.5838265813 655.6966450253 657.018040196 657.7279500788 659.2987970138 663.0655755165 655.435099266
0.0176663602 0.0192532869 0.0225122569 0.0256471033 0.0300826682 0.0397447425 0.0530830635 0.0545623303 0.0554456813 0.0575458166 0.0649554342 0.0699460615
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
31,4367206 Mpa
Esfue 700 600 500 400 300 200 100 0
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
40,4327422 Mpa
Es 700 600 500 400 300 200 100 0
0
0.01
0.02
300 200 100 0
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
Esfuerzo Vs Deformación 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05
0.06
0.07
0.08
REAL
Esfuerzo Vs Deformación 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
300 200 100 0
0
0.01
0.02
0.03
0.04 ING
0.05 REAL
0.06
0.07
0.08
ACERO 4140 K3 Tiempo
Fuerza (N) 0 0.834465 0.14 0.7152557 0.39 924.9846 0.91 2002.676 1.81 3103.892 3.4 5409.44 3.68 5825.162 5.46 8499.305 8.08 12582.86 10.74 16922.87 16.79 27658.38 20.95 36825.5 26.47 51456.13 32.14 67227.2 35.06 74519 41.04 85770.61 46.82 93397.22 55.03 101066.2 73.4 108373.3 74.44 108416.3 98.89 87180.73 102.68 78935.19
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0066923114 0 0.0066923114 0 0.01373958 0.0057362668 4.57986E-05 0.0057365295 4.5797551E-05 0.05541667 7.4182679325 0.0001847222 7.4196382515 0.0001847052 0.1420833 16.0612264787 0.000473611 16.0688332523 0.0004734989 0.2920521 24.892849556 0.000973507 24.9170829193 0.0009730334 0.5570729 43.3830739286 0.0018569097 43.463632378 0.0018551877 0.6037083 46.717115578 0.002012361 46.8111272794 0.0020103389 0.9003854 68.1634285909 0.0030012847 68.368006444 0.0029967898 1.337073 100.9130604302 0.00445691 101.3628208584 0.0044470074 1.780354 135.719431271 0.0059345133 136.5248600455 0.0059169735 2.788687 221.8169615128 0.0092956233 223.878888436 0.0092526849 3.482031 295.3361880266 0.01160677 298.7640872337 0.0115399282 4.401979 412.6721235231 0.0146732633 418.7273702619 0.0145666526 5.347021 539.1542539735 0.0178234033 548.763817701 0.0176664289 5.831989 597.6336341816 0.0194399633 609.2516101168 0.019253421 6.830323 687.8702258521 0.0227677433 703.5314786009 0.0225124263 7.793646 749.0347429656 0.02597882 768.4937817269 0.0256471033 9.161979 810.5390625065 0.03053993 835.2928687377 0.0300828688 12.22357 869.1411469189 0.0407452333 904.5545057497 0.0399370271 12.3969 869.4860018723 0.041323 905.4157719277 0.0404920201 16.47186 699.1792227553 0.0549062 737.5684969958 0.053451853 17.1036 633.0509596816 0.057012 669.142460995 0.0554460597
ACERO 4140 K5
Tiempo 0 0.14 0.39 0.91 1.81 3.4 3.67 5.46 8.08 10.74 16.79 20.95 26.47 32.14 35.06
Fuerza (N) 1.430511 1.311302 868.1615 1798.153 2710.303 4789.432 5186.399 7888.953 12105.19 16415.71 26641.53 34703.29 48282.98 63322.9 70552.27
∆l (mm) Esfuerzo S (Mpa) Deformación e Esfuerzo σ (Mpa) Deformación ε 0 0.0114725303 0 0.0114725303 0 0.0136875 0.0105164881 0.000045625 0.010516968 0.000045624 0.05538541 6.9625533394 0.000184618 6.9638387523 0.000184601 0.1420729 14.4209760223 0.0004735763 14.4278054552 0.0004734642 0.2920625 21.7363119691 0.0009735417 21.7574731745 0.0009730681 0.5570625 38.410682535 0.001856875 38.4820063711 0.0018551531 0.6020729 41.5943112855 0.0020069097 41.6777873109 0.0020048985 0.900375 63.268477184 0.00300125 63.4583617012 0.0029967552 1.337042 97.0822030913 0.0044568067 97.5148797012 0.0044469045 1.780365 131.6520675931 0.00593455 132.4333633708 0.0059170099 2.788698 213.661943854 0.00929566 215.648072639 0.0092527212 3.48199 278.3163128968 0.0116066333 281.5466282913 0.0115397931 4.40201 387.2238329355 0.0146733667 392.9057102182 0.0145667545 5.346969 507.8422261962 0.01782323 516.8936149974 0.0176662586 5.832021 565.8209251313 0.01944007 576.8205235233 0.0192535256
41.04 46.82 55.03 73.4 86.5 98.89 102.68 111.6
82359.99 90358.14 98498.47 107065.3 108104.7 100700.3 96420.81 72461.25
6.830344 7.793594 9.161979 12.22356 14.40683 16.47182 17.10348 18.5911
660.5174537347 724.661678043 789.9461692646 858.6511404305 866.9870064428 807.6045874499 773.2835799062 581.1307206865
0.0227678133 0.0259786467 0.03053993 0.0407452 0.0480227667 0.0549060667 0.0570116 0.0619703333
675.5559918248 743.4874077298 814.0710699777 893.6370528776 908.6221211562 851.9469787687 817.3697140504 617.1435851577
0.0225124948 0.0256469343 0.0300828688 0.039936995 0.0469053096 0.0534517266 0.0554456813 0.0601259877
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
Esfuerzo
46,8111273 Mpa 1000 900 800 700 600 500 400 300 200 100 0
MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0.01
0.02
41,6777873 Mpa
1000 900 800 700 600 500 400 300 200 100 0
0
0
300 200 100 0
PROMEDIO MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA DESVIACION MODULO DE YOUNG LIMITE ELASTICO 0.2% RESISTECIA A LA TRACCION PORCENTAJE DE ELONGACION PORCENTAJE DE REDUCCION DE AREA
0
0
Esfuerzo Vs Deformación
0.01
0.02
0.03 ING
0.04
0.05
0.06
REAL
Esfuerzo Vs Deformación 1000 900 800 700 600 500 400 300 200 100 0
0
0.01
0.02
0.03
0.04 ING
REAL
0.05
0.06
0.07
300 200 100 0
0
0.01
0.02
0.03
0.04 ING
REAL
0.05
0.06
0.07
0.06
0.07
0.06
0.07
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