Hey! I am working on modeling some concrete structures, which has a high compressive strength and low tensile strength. With that, the Von Mises criteria is used for materials that doesn't have asymmetric properties like concrete. With that, I am using Coulomb-Mohr's to evaluate the factor of safety of these structures. Is there a way to change my results to show stress for my static load case in Coulomb-Mohr's instead of Von Mises?
Solved! Go to Solution.
Solved by henderh. Go to Solution.
Hi @ammosfilms44,
The Safety Factor results are based only on Von Mises yield criterion.
I'll check if we have an improvement logged to add Coulomb-Mohr, Tresca, etc. and report back.
Best regards,
Hi @ammosfilms44,
I've added Coulomb-Mohr results display as a feature request (FUS-158524) with reference to this forum thread.
Thank you for bringing this to our attention.
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