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SUMJviARY. The pre-buckling and post-buckling deformation processes are assumed to be less complicated1 i.e. processes of average curvature, the influence of complex loading on the stability of plates was analysed ·in [1]. In this paper eliminating this restriction, postbuckling process may 'l:>e arbitrary complicated, a g~nerallzed expression for determining critical force is formulated by Bubnov-Galiorkin's method and loading parameter method.

A new approach to the stability problem of plates subjected to arbitrary complex loading