Simulation of Rolling operation using Ansys-Workbench
AIM: The aim of this Simulation is to see the distribution of stress for the given workpiece undergoing Rolling Operation.
OBJECTIVES:
- To increase the length of the Workpiece by 60mm and decrease the size on both sides by 8mm.
- To ensure that the workpiece is displaced by 90mm.
PROCEDURE:
Once we open ANSYS-WORKBENCH we will have to first select the material that we need for this simulation. In this Simulation, we will be using Structural Steel for the Rollers and Copper Alloy NL for the workpiece.
After adding the materials from the Engineering data we should upload the model in space claim so that we can perform the given design changes.
The length of the workpiece will be increased by 90mm and the sides will be reduced by 8mm from each side.
Once all the design changes are done the model will look like this.
The contacts between the roller and the Workpiece will be assigned with frictional contacts with a frictional coefficient of 0.2. The formulation used will be Augmented Lagrange.
The Rollers will be provided with Revolute joints so that the rollers will rotate along the Z-Direction. We can also give other joints like a cylindrical joint.
Now we will be Meshing the Assembly. A body sizing of 2mm will be given to the Workpiece as it is an important region here and the rest of the assembly is meshed with default parameters.
The Element size is 1579 and the Node size is 9057.
Once the meshing is done we can provide the loading conditions.
Both the Rollers will rotate in the opposite direction in 14 steps totally rotating for an angle of 150'. The workpiece will move for a length of 90mm along the negative y-direction.
RESULTS:
EQUIVALENT STRESS:
Table:
| Time | Minimum(Mpa) | Maximum(Mpa) | Average(Mpa) |
| 0.2 | 6.09E-05 | 552.74 | 29.384 |
| 0.4 | 2.56E-08 | 662.02 | 40.992 |
| 0.505 | 2.04E-09 | 625.35 | 45.382 |
| 0.61 | 5.94E-10 | 647.92 | 48.598 |
| 0.7675 | 9.99E-10 | 716.94 | 56.637 |
| 0.925 | 1.55E-09 | 825.54 | 65.763 |
| 1 | 1.98E-09 | 917.56 | 71.192 |
| 1.2 | 3.39E-09 | 976.45 | 82.378 |
| 1.27 | 4.81E-09 | 998.23 | 86.912 |
| 1.34 | 5.33E-09 | 1010.8 | 90.224 |
| 1.445 | 5.67E-09 | 1023.9 | 94.941 |
| 1.6025 | 7.94E-09 | 1042.9 | 103.56 |
| 1.6852 | 9.59E-09 | 1040 | 107.82 |
| 1.7679 | 1.11E-08 | 1046.4 | 112.32 |
| 1.8919 | 1.20E-08 | 1116.3 | 118.18 |
| 2 | 1.43E-08 | 1175.9 | 123.29 |
| 2.07 | 1.83E-08 | 1232.8 | 130.22 |
| 2.14 | 2.41E-08 | 1276.7 | 137.27 |
| 2.245 | 2.89E-08 | 1286.5 | 146.64 |
| 2.35 | 3.92E-08 | 1308.1 | 155.6 |
| 2.3945 | 4.36E-08 | 1364.9 | 158.87 |
| 2.4389 | 5.09E-08 | 1410.4 | 161.86 |
| 2.5056 | 5.91E-08 | 1459.2 | 166.77 |
| 2.5723 | 6.83E-08 | 1508.5 | 170.94 |
| 2.6724 | 8.48E-08 | 1532.2 | 178.85 |
| 2.7158 | 9.68E-08 | 1522.9 | 181.34 |
| 2.7591 | 1.14E-07 | 1519.1 | 184.55 |
| 2.8242 | 1.33E-07 | 1555.6 | 188.88 |
| 2.9218 | 1.59E-07 | 1606.5 | 195.85 |
| 3 | 1.93E-07 | 1673.6 | 202.33 |
| 3.07 | 2.40E-07 | 1758 | 209.06 |
| 3.14 | 3.14E-07 | 1744.1 | 214.44 |
| 3.242 | 3.72E-07 | 1795.1 | 222.86 |
| 3.2828 | 4.15E-07 | 1815.8 | 226.69 |
| 3.3236 | 4.71E-07 | 1834.7 | 229.99 |
| 3.3847 | 5.64E-07 | 1861.1 | 235.35 |
| 3.4765 | 6.11E-07 | 1895.8 | 242.88 |
| 3.5806 | 7.87E-07 | 1949.2 | 251.72 |
| 3.6828 | 1.06E-06 | 1997.1 | 260.85 |
| 3.785 | 1.20E-06 | 2037.3 | 268.33 |
| 3.8894 | 1.63E-06 | 2069.3 | 277.31 |
| 3.9899 | 2.15E-06 | 2106.1 | 284.96 |
| 4 | 2.25E-06 | 2110.6 | 285.7 |
| 4.07 | 2.12E-06 | 2140.5 | 291.18 |
| 4.14 | 3.25E-06 | 2163 | 295.56 |
| 4.2314 | 4.01E-06 | 2187.2 | 302.03 |
| 4.3227 | 4.70E-06 | 2207 | 308.47 |
| 4.4204 | 5.60E-06 | 2244.4 | 314.65 |
| 4.5271 | 7.43E-06 | 2275 | 321.71 |
| 4.6143 | 9.02E-06 | 2292.4 | 327.09 |
| 4.7015 | 1.05E-05 | 2302.8 | 332.46 |
| 4.806 | 1.39E-05 | 2335.1 | 338.51 |
| 4.9054 | 1.70E-05 | 2356.2 | 343.46 |
| 5 | 2.00E-05 | 2368.7 | 348.55 |
| 5.07 | 2.50E-05 | 2389.3 | 354.6 |
| 5.14 | 3.33E-05 | 2407.2 | 357.89 |
| 5.2255 | 3.89E-05 | 2423.7 | 361.98 |
| 5.3109 | 4.44E-05 | 2434.7 | 366.29 |
| 5.414 | 5.63E-05 | 2446.7 | 373.47 |
| 5.4993 | 6.69E-05 | 2466.2 | 377.21 |
| 5.5846 | 7.82E-05 | 2479.5 | 381.7 |
| 5.684 | 1.02E-04 | 2487.3 | 386.7 |
| 5.7849 | 1.22E-04 | 2503.4 | 391.76 |
| 5.8737 | 1.46E-04 | 2519 | 397.02 |
| 5.9625 | 1.84E-04 | 2528.1 | 400.93 |
| 6 | 2.11E-04 | 2530.6 | 403.01 |
| 6.07 | 2.34E-04 | 2538.3 | 408.47 |
| 6.14 | 3.01E-04 | 2551 | 411.47 |
| 6.2338 | 3.56E-04 | 2562.5 | 415.6 |
| 6.3277 | 4.29E-04 | 2567.7 | 420.24 |
| 6.4127 | 5.18E-04 | 2571.5 | 424.74 |
| 6.4977 | 6.07E-04 | 2585.2 | 428.57 |
| 6.5963 | 7.69E-04 | 2593.7 | 433.05 |
| 6.6968 | 6.44E-04 | 2598.9 | 438.14 |
| 6.7962 | 1.11E-03 | 2615.8 | 443.31 |
| 6.8955 | 1.15E-03 | 2624.9 | 448.03 |
| 6.9958 | 8.62E-04 | 2625.3 | 452.98 |
| 7 | 7.32E-04 | 2626.6 | 453.65 |
| 7.07 | 9.29E-04 | 2640.9 | 458.52 |
| 7.14 | 4.47E-04 | 2648.4 | 461.22 |
| 7.2423 | 1.25E-03 | 2654.5 | 465.02 |
| 7.3251 | 7.55E-04 | 2653.9 | 469.41 |
| 7.4078 | 8.98E-04 | 2667.2 | 472.91 |
| 7.4905 | 7.71E-04 | 2675.2 | 476.5 |
| 7.5795 | 7.61E-04 | 2678.4 | 480.89 |
| 7.6684 | 6.44E-04 | 2670.8 | 486.08 |
| 7.7655 | 1.04E-03 | 2683.2 | 489.86 |
| 7.8713 | 1.24E-03 | 2688.6 | 494 |
| 7.9357 | 3.69E-04 | 2677.3 | 497.27 |
| 8 | 8.74E-04 | 2688.6 | 500.27 |
| 8.07 | 5.93E-04 | 2697.2 | 504.41 |
| 8.14 | 6.06E-04 | 2701.5 | 507.2 |
| 8.2246 | 8.62E-04 | 2699.2 | 510.64 |
| 8.3093 | 2.91E-04 | 2714 | 515.13 |
| 8.4074 | 4.00E-04 | 2723.7 | 519.32 |
| 8.4971 | 3.04E-04 | 2726.4 | 523.26 |
| 8.5867 | 2.31E-04 | 2722.5 | 528.43 |
| 8.6847 | 4.20E-04 | 2734.4 | 531.97 |
| 8.778 | 2.73E-04 | 2739.9 | 535.63 |
| 8.8714 | 6.11E-04 | 2720.3 | 540.41 |
| 8.9682 | 4.13E-04 | 2733.7 | 543 |
| 9 | 5.62E-04 | 2737.2 | 544.41 |
| 9.07 | 1.63E-03 | 2742.1 | 540.31 |
| 9.14 | 1.22E-03 | 2741.9 | 537.84 |
| 9.2212 | 1.17E-03 | 2746.9 | 537.1 |
| 9.3062 | 1.04E-03 | 2757.3 | 538.41 |
| 9.3918 | 1.63E-03 | 2763.6 | 541.59 |
| 9.4775 | 1.39E-03 | 2744.3 | 546.98 |
| 9.5632 | 5.69E-04 | 2756.9 | 551.4 |
| 9.6538 | 4.93E-04 | 2767 | 557.04 |
| 9.7294 | 3.91E-04 | 2746.4 | 562.59 |
| 9.8051 | 6.20E-04 | 2758.4 | 567.4 |
| 9.8944 | 1.06E-03 | 2770.2 | 572.93 |
| 9.9472 | 1.01E-03 | 2774.9 | 577.05 |
| 10 | 1.03E-03 | 2760.3 | 581.5 |
| 10.061 | 1.03E-03 | 2778.1 | 585.77 |
| 10.122 | 1.10E-03 | 2788.7 | 596.89 |
| 10.191 | 9.92E-04 | 2791.2 | 607.86 |
| 10.25 | 9.84E-04 | 2791.3 | 617.75 |
| 10.309 | 1.27E-03 | 2806 | 626.02 |
| 10.378 | 8.81E-04 | 2814.8 | 633.9 |
| 10.448 | 3.35E-04 | 2816.8 | 642.05 |
| 10.509 | 6.53E-04 | 2808.8 | 650.11 |
| 10.569 | 5.30E-04 | 2822 | 656.31 |
| 10.64 | 9.96E-04 | 2829.2 | 663.16 |
| 10.711 | 1.61E-03 | 2830.1 | 671.5 |
| 10.781 | 1.60E-03 | 2845.2 | 679.76 |
| 10.85 | 1.39E-03 | 2857.6 | 686.78 |
| 10.92 | 7.76E-04 | 2861.5 | 694.03 |
| 10.96 | 1.24E-03 | 2864.8 | 698.97 |
| 11 | 1.46E-03 | 2876.8 | 704.18 |
| 11.07 | 5.80E-04 | 2892.1 | 700.69 |
| 11.131 | 1.60E-03 | 2897.5 | 714.71 |
| 11.192 | 1.68E-03 | 2898.5 | 720.48 |
| 11.251 | 1.70E-03 | 2909.4 | 727.46 |
| 11.31 | 1.74E-03 | 2922.8 | 733.61 |
| 11.379 | 1.81E-03 | 2930.4 | 739.23 |
| 11.441 | 1.86E-03 | 2933 | 744.59 |
| 11.503 | 1.93E-03 | 2951.9 | 751.05 |
| 11.571 | 2.01E-03 | 2967.7 | 758.26 |
| 11.638 | 2.12E-03 | 2975.4 | 763.82 |
| 11.708 | 2.21E-03 | 2992.8 | 769.46 |
| 11.767 | 2.42E-03 | 3009.9 | 775.46 |
| 11.826 | 2.61E-03 | 3023.6 | 781.59 |
| 11.895 | 2.70E-03 | 3032.5 | 787.24 |
| 11.956 | 2.48E-03 | 3034.2 | 792.21 |
| 12 | 2.35E-03 | 3037 | 795.91 |
| 12.067 | 1.83E-03 | 3053.6 | 793.09 |
| 12.126 | 2.47E-03 | 3062.6 | 805.89 |
| 12.185 | 2.19E-03 | 3065.5 | 810.46 |
| 12.252 | 1.57E-03 | 3062.7 | 815.19 |
| 12.311 | 1.34E-03 | 3077.4 | 820.09 |
| 12.369 | 1.32E-03 | 3087.8 | 824.59 |
| 12.435 | 1.45E-03 | 3092.3 | 828.74 |
| 12.502 | 1.38E-03 | 3091.1 | 832.94 |
| 12.572 | 1.28E-03 | 3109.4 | 837.28 |
| 12.645 | 1.19E-03 | 3120.8 | 841.22 |
| 12.717 | 1.16E-03 | 3142.8 | 844.16 |
| 12.793 | 1.10E-03 | 3187.4 | 846.8 |
| 12.872 | 1.06E-03 | 3228.4 | 850.18 |
| 12.955 | 1.13E-03 | 3259.9 | 851.57 |
| 13 | 2.34E-02 | 3276.2 | 852.77 |
| 13.07 | 2.36E-03 | 3285.2 | 841.12 |
| 13.14 | 2.00E-03 | 3293.3 | 845.49 |
| 13.241 | 2.57E-03 | 3300.7 | 843.36 |
| 13.361 | 2.58E-03 | 3327.5 | 840.61 |
| 13.48 | 2.57E-03 | 3361.5 | 836.94 |
| 13.625 | 2.39E-03 | 3393.3 | 835.04 |
| 13.798 | 2.39E-03 | 3446.5 | 832.73 |
| 13.899 | 2.28E-03 | 3467.4 | 829.24 |
| 14 | 2.16E-03 | 3502.1 | 827.98 |
The maximum stress value reached is 3502 Mpa.
PLASTIC STRAIN:
Plastic Strain Table
| Time | Minimum(mm/mm) | Maximum(mm/mm) | Average(mm/mm) |
| 0.2 | 0 | 3.50E-02 | 7.98E-04 |
| 0.4 | 0 | 8.04E-02 | 3.67E-03 |
| 0.505 | 0 | 9.41E-02 | 4.92E-03 |
| 0.61 | 0 | 0.11513 | 6.48E-03 |
| 0.7675 | 0 | 0.17034 | 1.07E-02 |
| 0.925 | 0 | 0.24258 | 1.66E-02 |
| 1 | 0 | 0.29635 | 2.09E-02 |
| 1.2 | 0 | 0.36406 | 2.84E-02 |
| 1.27 | 0 | 0.38664 | 3.11E-02 |
| 1.34 | 0 | 0.40932 | 3.39E-02 |
| 1.445 | 0 | 0.44664 | 3.80E-02 |
| 1.6025 | 0 | 0.49842 | 4.43E-02 |
| 1.6852 | 0 | 0.5238 | 4.76E-02 |
| 1.7679 | 0 | 0.54842 | 5.10E-02 |
| 1.8919 | 0 | 0.58303 | 5.61E-02 |
| 2 | 0 | 0.61047 | 6.05E-02 |
| 2.07 | 0 | 0.64172 | 6.60E-02 |
| 2.14 | 0 | 0.68005 | 7.13E-02 |
| 2.245 | 0 | 0.72912 | 7.94E-02 |
| 2.35 | 0 | 0.77373 | 8.73E-02 |
| 2.3945 | 0 | 0.79209 | 9.07E-02 |
| 2.4389 | 0 | 0.80914 | 9.41E-02 |
| 2.5056 | 0 | 0.83467 | 9.92E-02 |
| 2.5723 | 0 | 0.86304 | 0.10425 |
| 2.6724 | 0 | 0.90256 | 0.1117 |
| 2.7158 | 0 | 0.91917 | 0.11496 |
| 2.7591 | 0 | 0.93492 | 0.11826 |
| 2.8242 | 0 | 0.95713 | 0.12317 |
| 2.9218 | 0 | 0.98615 | 0.1303 |
| 3 | 0 | 1.0072 | 0.13606 |
| 3.07 | 0 | 1.0304 | 0.1412 |
| 3.14 | 0 | 1.0528 | 0.14659 |
| 3.242 | 0 | 1.0811 | 0.15409 |
| 3.2828 | 0 | 1.0918 | 0.15714 |
| 3.3236 | 0 | 1.1013 | 0.16014 |
| 3.3847 | 0 | 1.1141 | 0.16466 |
| 3.4765 | 0 | 1.1302 | 0.17141 |
| 3.5806 | 0 | 1.1522 | 0.17894 |
| 3.6828 | 0 | 1.1729 | 0.18634 |
| 3.785 | 0 | 1.1894 | 0.19381 |
| 3.8894 | 0 | 1.2051 | 0.20132 |
| 3.9899 | 0 | 1.2249 | 0.20858 |
| 4 | 0 | 1.2269 | 0.20933 |
| 4.07 | 0 | 1.238 | 0.21428 |
| 4.14 | 0 | 1.2466 | 0.21952 |
| 4.2314 | 0 | 1.2557 | 0.22623 |
| 4.3227 | 0 | 1.2721 | 0.23292 |
| 4.4204 | 0 | 1.286 | 0.24006 |
| 4.5271 | 0 | 1.2965 | 0.24777 |
| 4.6143 | 0 | 1.3023 | 0.25414 |
| 4.7015 | 0 | 1.3149 | 0.26053 |
| 4.806 | 0 | 1.3261 | 0.26807 |
| 4.9054 | 0 | 1.333 | 0.27523 |
| 5 | 0 | 1.3429 | 0.28213 |
| 5.07 | 0 | 1.3513 | 0.28706 |
| 5.14 | 0 | 1.3572 | 0.2924 |
| 5.2255 | 0 | 1.3624 | 0.29871 |
| 5.3109 | 0 | 1.3658 | 0.30504 |
| 5.414 | 0 | 1.3742 | 0.31254 |
| 5.4993 | 0 | 1.3803 | 0.31879 |
| 5.5846 | 0 | 1.3844 | 0.32512 |
| 5.684 | 0 | 1.3924 | 0.33236 |
| 5.7849 | 0 | 1.4005 | 0.33967 |
| 5.8737 | 0 | 1.4053 | 0.34625 |
| 5.9625 | 0 | 1.4109 | 0.35272 |
| 6 | 0 | 1.415 | 0.3555 |
| 6.07 | 0 | 1.4204 | 0.36039 |
| 6.14 | 0 | 1.4243 | 0.36579 |
| 6.2338 | 0 | 1.4276 | 0.37279 |
| 6.3277 | 0 | 1.4291 | 0.37965 |
| 6.4127 | 0 | 1.4306 | 0.38594 |
| 6.4977 | 0 | 1.4345 | 0.39228 |
| 6.5963 | 0 | 1.4369 | 0.3995 |
| 6.6968 | 0 | 1.4441 | 0.40683 |
| 6.7962 | 0 | 1.449 | 0.41415 |
| 6.8955 | 0 | 1.4515 | 0.42141 |
| 6.9958 | 0 | 1.4558 | 0.42871 |
| 7 | 0 | 1.4562 | 0.42903 |
| 7.07 | 0 | 1.4599 | 0.43403 |
| 7.14 | 0 | 1.4621 | 0.43942 |
| 7.2423 | 0 | 1.4638 | 0.447 |
| 7.3251 | 0 | 1.4665 | 0.45314 |
| 7.4078 | 0 | 1.4703 | 0.45936 |
| 7.4905 | 0 | 1.4725 | 0.46547 |
| 7.5795 | 0 | 1.4735 | 0.47201 |
| 7.6684 | 0 | 1.4738 | 0.47863 |
| 7.7655 | 0 | 1.4769 | 0.48579 |
| 7.8713 | 0 | 1.4784 | 0.49345 |
| 7.9357 | 0 | 1.4803 | 0.49823 |
| 8 | 0 | 1.4835 | 0.50306 |
| 8.07 | 0 | 1.4855 | 0.50797 |
| 8.14 | 0 | 1.4866 | 0.51336 |
| 8.2246 | 0 | 1.4879 | 0.51968 |
| 8.3093 | 0 | 1.492 | 0.52605 |
| 8.4074 | 0 | 1.4945 | 0.53329 |
| 8.4971 | 0 | 1.4954 | 0.5399 |
| 8.5867 | 0 | 1.4957 | 0.54658 |
| 8.6847 | 0 | 1.4961 | 0.55381 |
| 8.778 | 0 | 1.4975 | 0.56063 |
| 8.8714 | 0 | 1.4979 | 0.56754 |
| 8.9682 | 0 | 1.5008 | 0.57468 |
| 9 | 0 | 1.5017 | 0.57706 |
| 9.07 | 0 | 1.5028 | 0.58261 |
| 9.14 | 0 | 1.5082 | 0.58867 |
| 9.2212 | 0 | 1.514 | 0.59558 |
| 9.3062 | 0 | 1.5181 | 0.60272 |
| 9.3918 | 0 | 1.5204 | 0.60988 |
| 9.4775 | 0 | 1.5214 | 0.61711 |
| 9.5632 | 0 | 1.5252 | 0.62428 |
| 9.6538 | 0 | 1.5278 | 0.63177 |
| 9.7294 | 0 | 1.5328 | 0.63808 |
| 9.8051 | 0 | 1.5375 | 0.64442 |
| 9.8944 | 0 | 1.5408 | 0.65177 |
| 9.9472 | 0 | 1.5421 | 0.65619 |
| 10 | 0 | 1.5465 | 0.66059 |
| 10.061 | 0 | 1.5523 | 0.66684 |
| 10.122 | 0 | 1.5568 | 0.67341 |
| 10.191 | 0 | 1.5601 | 0.68067 |
| 10.25 | 0 | 1.5668 | 0.6868 |
| 10.309 | 0 | 1.5725 | 0.69301 |
| 10.378 | 0 | 1.5767 | 0.69997 |
| 10.448 | 0 | 1.5826 | 0.70716 |
| 10.509 | 0 | 1.5894 | 0.71333 |
| 10.569 | 0 | 1.5943 | 0.71949 |
| 10.64 | 0 | 1.6032 | 0.72664 |
| 10.711 | 0 | 1.612 | 0.73373 |
| 10.781 | 0 | 1.618 | 0.74066 |
| 10.85 | 0 | 1.6225 | 0.74778 |
| 10.92 | 0 | 1.6295 | 0.75476 |
| 10.96 | 0 | 1.6341 | 0.75885 |
| 11 | 0 | 1.638 | 0.76293 |
| 11.07 | 0 | 1.6421 | 0.76991 |
| 11.131 | 0 | 1.6449 | 0.77656 |
| 11.192 | 0 | 1.6523 | 0.78295 |
| 11.251 | 0 | 1.658 | 0.78913 |
| 11.31 | 0 | 1.6624 | 0.79532 |
| 11.379 | 0 | 1.6727 | 0.80244 |
| 11.441 | 0 | 1.6799 | 0.80876 |
| 11.503 | 0 | 1.6854 | 0.81501 |
| 11.571 | 0 | 1.6899 | 0.82184 |
| 11.638 | 0 | 1.6983 | 0.82856 |
| 11.708 | 0 | 1.7054 | 0.83536 |
| 11.767 | 0 | 1.7099 | 0.84109 |
| 11.826 | 0 | 1.7134 | 0.84678 |
| 11.895 | 0 | 1.7161 | 0.85334 |
| 11.956 | 0 | 1.7174 | 0.85907 |
| 12 | 0 | 1.718 | 0.86311 |
| 12.067 | 0 | 1.7183 | 0.86895 |
| 12.126 | 0 | 1.7187 | 0.8744 |
| 12.185 | 0 | 1.7203 | 0.87961 |
| 12.252 | 0 | 1.7225 | 0.88539 |
| 12.311 | 0 | 1.7263 | 0.89022 |
| 12.369 | 0 | 1.729 | 0.89493 |
| 12.435 | 0 | 1.7309 | 0.90018 |
| 12.502 | 0 | 1.7353 | 0.9052 |
| 12.572 | 0 | 1.7427 | 0.91033 |
| 12.645 | 0 | 1.762 | 0.91535 |
| 12.717 | 0 | 1.7805 | 0.92017 |
| 12.793 | 0 | 1.7969 | 0.92494 |
| 12.872 | 0 | 1.8112 | 0.92962 |
| 12.955 | 0 | 1.8236 | 0.93411 |
| 13 | 0 | 1.8422 | 0.93652 |
| 13.07 | 0 | 1.859 | 0.93923 |
| 13.14 | 0 | 1.8783 | 0.94201 |
| 13.241 | 0 | 1.9033 | 0.94571 |
| 13.361 | 0 | 1.9318 | 0.94975 |
| 13.48 | 0 | 1.9682 | 0.95346 |
| 13.625 | 0 | 2.0052 | 0.95758 |
| 13.798 | 0 | 2.0438 | 0.96197 |
| 13.899 | 0 | 2.0601 | 0.9643 |
| 14 | 0 | 2.0735 | 0.96655 |
The Maximum Plastic strain formed is 2.0735mm/mm
Graph
DIRECTIONAL DEFORMATION ALONG Z-AXIS:
The Directional deformation along the positive and negative z-axis is 5.8322mm
DIRECTIONAL DEFORMATION ALONG Y-AXIS:
The Directional Deformation along the y-axis is 90mm, Here the deformation is calculated from the movement of the selected two surfaces from the tip. So the tip of the Workpiece travels 90mm.
