摘要

This paper deals with the nonlinear dynamic buckling of functionally graded cylindrical shells under axial and lateral step loads.In the investigation,a nonlinear dynamic equilibrium equation is deduced using an energy method and is then solved by means of the four-order Rugge-Kutta method with various step lengths.Thus,the response curves of the shell structure are derived,which are combined with the B-R dynamic buckling criterion to determine the critical buckling condition.Numerical results show that(1) ...

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