Dear All,
I am currently designing a monolithic spherical vessel under uniform compressive pressure and would like to investigate how deviations from the “ideal” spherical shell shape (e.g. non-uniform thickness) will affect its critical buckling load.
Any suggestions on approach this problem...
Dear Friends,
I am currently trying to model the buckling behaviour of a monolithic spherical shell under uniform compressive pressure in ABAQUS. Whenever I try to run a buckling analysis I get one of the following errors:
NOTE: I have provided all my steps at the end of this message.
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