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

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.

Downloads

Download data is not yet available.

Metrics

Metrics Loading ...

Downloads

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

Issue

Section

Research Article

Most read articles by the same author(s)

1 2 3 4 > >>