Shell buckling
Shell buckling
(OP)
i modeled a simple cylinderical shell. The goal was to find the linear buckling load. But, there is a problem. I don't know why the eigen-buckling solution dose not work. The text file of ansys is attached.
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RE: Shell buckling
RE: Shell buckling
I succesfully did a buckling analysis with SHELL63, but there were no curved surfaces...