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Riks method
Hello everybody, I'm trying to perform a buckling analysis on a non linear geometry model. This model is something similar to a net which can stretch and shrink so I'm not facing a classical buckling problem but something different. Do you think I can witness the structure collapse performing...- MRute
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- Replies: 1
- Forum: DASSAULT: ABAQUS FEA Solver
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Abaqus doesn't write Mises output.
When I submit my Job, Abaqus shows this WARNINGS: "The request for mises output will be replaced by a request for s output" "Strain output request le is not valid for some elements in this analysis. This request is switched to the strain measure, e" Finally, in the Visualization Module, no...- MRute
- Thread
- Replies: 1
- Forum: DASSAULT: ABAQUS FEA Solver
