Thank you all for the responses.
I didnt explain myself correctly, sorry.
My question is not related with this particular example, but for a procedure for a common aproach to redundant structures, where the elastic limit is far away from analysis results.
The example, has no hourglassing, no...
Hello,
I am a mechanical engineer with 10 years of FEA experience. I have read a lot of theory about the subject, but didnt find any book/course/tutorial,which can help us complex structures, I mean, all show how to face singularities, hourglassing, etc, but I couldnt find any course which...
