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10-21-2020
03:51 AM
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Good morning:
I am testing the orthotropic panel option to model a trapezoidal sheet metal member.
For some reason, there are big differences between deformation and stress distribution between the panel and a shell element model. Am I doing something wrong or is there some limitation on the orthotropic rigidity modelization on Robot?
I have also created a beam element and stress results are quite different from the shell FEA model.
Thanks a lot and regards, Rick
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