Hello, SaiD Thanks for your reply I didn't included the plasticity in the material model. So I think that's the reason why the command didn't work. The reason that I don't want the stress exceed the material's yield strength is that I want to see the time point in the simulation where the structure would fail in the compression process. Or is there better practice? I would also include plasticity in the material model using bilinear isotropic hardening.
Thank you in advance.
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