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Hello, I'm trying to set up a non-linear buckling analysis in CREO.
So far I have been successful in analyzing a cantilever steel column, but I am only able to predict elastic buckling loads.
The actual buckling load needs to be obtained from a nonlinear buckling analysis, and should be smaller than the value predicted by elastic buckling analysis.
Is anybody aware of a CREO tutorial so I can learn how to set up this type of nonlinear problem?
Thank you, any help it's very much appreciated
Solved! Go to Solution.
a nonlinear buckling analysis ist not possible
a nonlinear buckling analysis ist not possible
Thank you very much!