Doodler3D
Mechanical
- Jan 20, 2020
- 188
All,
I was looking into papers to get more information on ASME VIII DIV 2, 5-A.4.2.2 Stress Linearization Procedure from a learning perspective. However, there are very few cases of the method being used, both in papers and relevant forums. Are there fundamental flaws in using shells or is it a standard procedure to perform stress classification/linearization using brick elements or tets?
Thank you.
I was looking into papers to get more information on ASME VIII DIV 2, 5-A.4.2.2 Stress Linearization Procedure from a learning perspective. However, there are very few cases of the method being used, both in papers and relevant forums. Are there fundamental flaws in using shells or is it a standard procedure to perform stress classification/linearization using brick elements or tets?
Thank you.