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Local buckling

Dear all

I got to model the local buckling in Abaqus, but i do not know how. my model is a profiled steel sheet under distributed load.
does anyone have idea about this?

Thanks in advance

Comments

Johannes T.B. Overvelde's picture

What don't you understand?

You can do a linear buckling analysis. This can be found under linear steps.

 If you have more questions, please ask?

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