Elastoplastic buckling of axially compressed circular cylindrical shells

DOI10.1016/0020-7403(92)90005-2zbMath0765.73032OpenAlexW2044913054MaRDI QIDQ1206054

David Durban, E. Ore

Publication date: 1 April 1993

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

Full work available at URL: https://doi.org/10.1016/0020-7403(92)90005-2

zbMATH Keywords

clamped edges\(J(2)\)-flow theorysimple supportsaxially symmetric modeslinear bifurcation modelsmall strain elastoplasticityweakening effect

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Membranes (74K15)

Related Items (3)

Elastoplastic buckling analysis of thick rectangular plates by using the differential quadrature method ⋮ Closed-form solutions for the elastic-plastic buckling design of shell structures under external pressure ⋮ Reassessing spherical indentation: contact regimes and mechanical property extractions

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