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An analysis of the post-buckling of laminated plates of symmetric cross-ply

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Abstract

In this paper, general equations relating to the stability of laminated plates of symmetric cross-ply with initial imperfection factors are derived by using the variational principle. Taking the deflection as the perturbation parameter, the equilibrium path of the post-buckling path of a simply supported rectangular plate is investigated with the perturbation method. An approximation expression and a typical numerical example are presented to manifest the post-buckling behavior of the rectangular plate.

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Communicated by Zhou Chengti and Xu Cida

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Zongyi, W. An analysis of the post-buckling of laminated plates of symmetric cross-ply. Appl Math Mech 16, 1221–1230 (1995). https://doi.org/10.1007/BF02466992

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  • DOI: https://doi.org/10.1007/BF02466992

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