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RESEARCH PAPERS

On the Buckling of Circular Cylindrical Shells Under Pure Bending

[+] Author and Article Information
Paul Seide, V. I. Weingarten

Space Technology Laboratories, Inc., Los Angeles, Calif.

J. Appl. Mech 28(1), 112-116 (Mar 01, 1961) (5 pages) doi:10.1115/1.3640420 History: Received March 18, 1960; Online September 16, 2011

Abstract

The stability of circular cylindrical shells under pure bending is investigated by means of Batdorf’s modified Donnell’s equation and the Galerkin method. The results of this investigation have shown that, contrary to the commonly accepted value, the maximum critical bending stress is for all practical purposes equal to the critical compressive stress.

Copyright © 1961 by ASME
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