Hi,
for a project work at my university I want to do a simple topology optimization.
Due to specifications my goal is to lower the maximum tresca stress (intensity).
I want the results with different massfrac-parameters as constraints.
First I tried to minimize the compliance but got the strong advice to focus more on stresses instead of displacements/comp..
Clearly I can't reach my desired results by using the 'global stress'-constraint in the design variable. I think, it deals with von mises (what might not be that big difference). But the bigger problem is, that it is the constraint and not the objective.
Any Ideas or hints how to proceed?
Thanks in advance.