Elastoplastic buckling of rectangular plates in biaxial compression/tension

DOI10.1016/S0020-7403(98)00055-1zbMath0953.74024OpenAlexW2039708823MaRDI QIDQ1960967

Zvi Zuckerman, David Durban

Publication date: 16 January 2001

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7403(98)00055-1

zbMATH Keywords

tensionJ(2) flow theoryrectangular platedeformation theorycompressioneigenvalue problemscritical loadscritical stressesplastic buckling paradox

Mathematics Subject Classification ID

Plates (74K20) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Bifurcation and buckling (74G60)

Related Items (5)

Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression ⋮ Elastoplastic buckling analysis of thick rectangular plates by using the differential quadrature method ⋮ An explicit solution for inelastic buckling of rectangular plates subjected to combined biaxial and shear loads ⋮ EXPLICIT LOCAL BUCKLING ANALYSIS OF ROTATIONALLY RESTRAINED COMPOSITE PLATES UNDER BIAXIAL LOADING ⋮ Nonlinear plastic buckling analysis of micro-scale thin plates established on higher order mechanism-based strain gradient plasticity framework

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