Influence of residual stresses and geometric imperfections on the elastoplastic collapse of cylindrical tubes under external pressure-Reference-Cited by-同舟云学术

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Influence of residual stresses and geometric imperfections on the elastoplastic collapse of cylindrical tubes under external pressure

Published:2009-10 Issue:4 Volume:22 Page:836-854
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Le Grognec Philippe,Casari Pascal,Choqueuse Dominique

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference36 articles.

1. Inelastic column theory;Shanley;International Journal of Aeronautical Sciences,1947

2. A general theory of uniqueness and stability in elastic–plastic solids;Hill;Journal of the Mechanics and Physics of Solids,1958

3. Buckling of bars, plates and shells;Brush,1975

4. Plastic buckling. In: Pressure vessels and piping: design technology – a decade of progress;Bushnell,1982

5. Computerized buckling analysis of shells;Bushnell,1985

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