立方體底部固定(Fixed support),施以一向右力
Mass = 2.77e-6kg
Volume = 1 mm^3
Density = 2700 kg/m^3
Yield strengh = 55.2MPa
Relevance = 100 (網格最細)
Nodes = 30800
Elements = 6859
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材料降伏應力為55MPa,所以當在每平方mm面積上,施以超過55MPa之力,會使材料產生永久破壞。
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Ansys Workbench 分析:
Case 1
Force = 1N
Results: Von-Mises Stress ,Max: 8.6599MPa ,Min:1.7483e-3MPa
Total deformation , Max:5.2048e-5mm,Min:0mm
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Case 2
Force = 25N
Results: Von-Mises Stress ,Max: 216.5MPa ,Min:4.3708e-2MPa
Total deformation , Max:1.3012e-3mm,Min:0mm
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Case 3
Force = 50N
Results: Von-Mises Stress ,Max: 432.99MPa ,Min:8.7416e-2MPa
Total deformation , Max:2.6024e-3mm,Min:0mm
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Case 4
Force = 60N
Results: Von-Mises Stress ,Max: 519.59MPa ,Min:0.1049MPa
Total deformation , Max:3.1229e-3mm,Min:0mm
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Solidworks Simulation 分析
Case 1
Force = 1N
Results: Von-Mises Stress ,Max: 8.018MPa ,Min:1346.8Pa
Displacement , Max:5.316e-5mm,Min:1e-3mm
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Case 2Force = 25N
Results: Von-Mises Stress ,Max: 200MPa ,Min:33669.3Pa
Displacement , Max:1.34e-3mm,Min:1e-3mm
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Case 3Force = 50N
Results: Von-Mises Stress ,Max: 400MPa ,Min:67338.6Pa
Displacement , Max:2.68e-3mm,Min:1e-3mm
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Case 4Force = 60N
Results: Von-Mises Stress ,Max: 481MPa ,Min:80806.4Pa
Displacement , Max:3.217e-3mm,Min:1e-3mm
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Stress/max| Ansys |Solidworks|誤差 |
Case1 |8.6599 | 8.018 |1.08 |
Case2 |216.5 | 200 |1.0825 |
Case3 |432.99 | 400 |1.082475 |
Case4 |519.59 | 481 |1.08022 |
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Dedormation/max| Ansys |Solidworks|誤差 |
Case1 |5.2048e-5 | 5.361e-5 |0.97 |
Case2 |1.3012e-3 | 1.34e-3 |0.971 |
Case3 |2.6024e-3 | 2.68e-3 |0.97104 |
Case4 |3.1229e-3 | 3.217e-3 |0.9707 |
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結論:Ansys Workbench&Solidworks Simulation Von-Mises Stress 之分析誤差,在網格設定都是最細的情況下,不管是應力或位移分析,誤差都相當小。
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