I am asking for urgent support with this specific question
Can Optistruct perform a topology optimization with overhang constraints for a structure under a nonlinear dynamic load??? or do I have to use a simple static load instead???
I am lost in documentation for the last year, I tried courses, I tried reading manuals and everything, but I always find clues that it can do the job, yet there is no clue how to do it!
I still see ESL (Equivalent static load algorithm) documentation that is active with topology optimization, but still no clue on how I can do this