Postbuckling Analysis of a Hinged Cylindrical Shell

Application ID: 10257


The model studied is a benchmark problem involving a hinged cylindrical panel subjected to a point load at its center. A linear buckling analysis predicts the critical buckling load. However, such an analysis does not provide information about the structural response at loads above the critical load. Tracing the solution beyond the critical load is known as a postbuckling analysis. This model uses the Shell interface.

This model example illustrates applications of this type that would nominally be built using the following products: