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

Dao Huy Bich

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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DOI: https://doi.org/10.15625/0866-7136/10226 Display counter: Abstract : 53 views. PDF : 24 views.

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