A new approach to the stability problem of plates subjected to arbitrary complex loading
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DOI:
https://doi.org/10.15625/0866-7136/10226Abstract
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
How to Cite
Bich, D. H. (1992). A new approach to the stability problem of plates subjected to arbitrary complex loading. Vietnam Journal of Mechanics, 14(2), 2–6. https://doi.org/10.15625/0866-7136/10226
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Research Article
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