Buckling of thick cylindrical shells under external pressure: a new analytical expression for the critical load and comparison with elasticity solutions

DOI10.1016/J.IJSOLSTR.2008.05.027zbMath1205.74051OpenAlexW2081023906MaRDI QIDQ835907

George Papadakis

Publication date: 31 August 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/10044/1/15386

zbMATH Keywords

hydrostatic pressuredifferential stability equations

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Shells (74K25) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items (2)

Closed-form solutions for the elastic-plastic buckling design of shell structures under external pressure ⋮ Free vibration and elastic critical load of functionally graded material thin cylindrical shells under internal pressure

Cites Work

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• A Correlation Study of Formulations of Incremental Deformation and Stability of Continuous Bodies
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