Buckling analysis of a box
Buckling analysis of a box
(OP)
Hi All
In buckling analysis of a Closed BOX , where only the walls are gonna buckle , how should I take into consideration the model ? a complete one ? and how would be the non buckling sides modeled and joined to the buckling walls ?
In buckling analysis of a Closed BOX , where only the walls are gonna buckle , how should I take into consideration the model ? a complete one ? and how would be the non buckling sides modeled and joined to the buckling walls ?





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