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

Dao Huy Bich
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Authors

  • Dao Huy Bich

DOI:

https://doi.org/10.15625/0866-7136/10226

Abstract

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

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Published

30-06-1992

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Section

Research Article

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