Static collapse: A survey of methods and modes of behaviour

DOI10.1016/0168-874X(85)90026-5zbMath0573.73047OpenAlexW2022510706MaRDI QIDQ1062802

David H. Bushnell

Publication date: 1985

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0168-874x(85)90026-5

zbMATH Keywords

surveybibliographyplastic bucklingaxial compressionbifurcation bucklingexamplesshells of revolutionasymptotic analysis of postbifurcation behavioraxisymmetrical deformationfairly thick cylindrical shellgeneral nonlinear analysis of arbitrary structuresmoderately large deflectionsmodes of behaviornonaxisymmetricalnonlinear analysis for collapse at maximum loadnonlinear collapse at maximum point in load versus deflection curvenonlinear, irreversible, path-dependent materialperfect and imperfect simple structuresSTAGS computer programstatic collapsestrategies for solving governing nonlinear equations incrementally

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)

Related Items (6)

Elastoplastic bifurcation and collapse of axially loaded cylindrical shells ⋮ Nonlinear buckling optimization of composite structures considering ``worst shape imperfections ⋮ Optimal design of shells against buckling subjected to combined loadings ⋮ Buckling analysis of imperfect I-section beam-columns with stochastic shell finite elements ⋮ Postbuckling analysis of columns resting on an elastic foundation ⋮ Progressive optimization of complex shells with cutouts using a smart design domain method

This page was built for publication: Static collapse: A survey of methods and modes of behaviour