Hi all,
From the theory of finite element method, at first the node displacement was solved. Then the integration point stress was gotten based on node displacement results. By interpolation, the element nodal stress was calculated. Then the nodal stress was averaged among adjacent elements. Last the element mean stress was gotten by averaging the averaged nodal stress which attached to the element.
So there may be three different stress: integration point stress, nodal stress and element mean stress. How to get these different stress value by using OptiStruct? And what's the default stress type in OptiStruct?
If my understanding has any problems, please point out. Thank you.
Roy