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RESEARCH PAPERS: Other Technical Papers

Rigid-Plastic Collapse of Cylindrical Shells

[+] Author and Article Information
H. M. Haydl, A. N. Sherbourne

University of Waterloo, Waterloo, Ontario, Canada

J. Eng. Ind 95(1), 215-218 (Feb 01, 1973) (4 pages) doi:10.1115/1.3438103 History: Received June 06, 1972; Online July 15, 2010

Abstract

This paper suggests a simple numerical approach to the limit analysis of cantilever cylindrical shells. The loads considered are external pressure and external pressure combined with a moment at the free shell end. It is shown that the collapse loads are within 4.5 percent on the safe side of the exact von Mises limit loads. The extension of the method of analysis to more complex problems is suggested.

Copyright © 1973 by ASME
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