Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load
type: Item
instance of: scholarly article
title: Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load
zbMATH Open document ID: 0546.73038
DOI: 10.1016/0021-8928(83)90095-3
published in: Journal of Applied Mathematics and Mechanics
publication date: 1984-01-01T00:00:00Z
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74K15
zbMATH DE Number: 3870721
zbMATH Keywords: perturbation method
zbMATH Keywords: method of alignment
zbMATH Keywords: closed framed edge
zbMATH Keywords: fixed hinge-supported edge
zbMATH Keywords: free clamped edge
zbMATH Keywords: small geometric imperfections
zbMATH Keywords: non-axisymmetric buckling
zbMATH Keywords: initial post-critical behaviour
zbMATH Keywords: shallow elastic spherical shells
zbMATH Keywords: uniform external pressure
author: Leonid S. Srubshchik
MaRDI profile type: Publication
full work available at URL: 0021-8928(83)90095-3
OpenAlex ID: W2012904268
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cites work: Influence of initial imperfections on the buckling of orthotropic truncated spherical and conical shells
cites work: On the optimality of linear methods for operator approximation in convex classes of functions
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description: scientific article; zbMATH DE number 3870721