The Mises yield condition for rotationally symmetric shells-Reference-Cited by-同舟云学术

The Mises yield condition for rotationally symmetric shells

Published:1961 Issue:4 Volume:18 Page:305-311
ISSN:0033-569X
Container-title:Quarterly of Applied Mathematics
language:en
Short-container-title:Quart. Appl. Math.

Author:

Hodge P. G.

Abstract

The stress state in a rotationally symmetric shell under small displacements is characterized by the direct stresses and moments in the circumferential and longitudinal directions. If the shell material is perfectly plastic, it is desirable to express the material yield condition in terms of these stress resultants. Previous investigations have obtained this yield condition in certain special cases and for the maximum shear stress criterion in the general case.

Publisher

American Mathematical Society (AMS)

Subject

Applied Mathematics

Link

http://www.ams.org/qam/1961-18-04/S0033-569X-1961-0118098-2/S0033-569X-1961-0118098-2.pdf

Reference10 articles.

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2. S. P. Timoshenko, Theory of plates and shells, McGraw-Hill Book Co., Inc., New York, 1940

3. Limit analysis of arches;Onat, E. T.;J. Mech. Phys. Solids,1953

4. McGraw-Hill Series in Engineering Sciences;Hodge, Philip G., Jr.,1959

5. D. C. Drucker, Limit analysis of cylindrical shells under axially-symmetric loading, Proc. 1st Midw. Conf. Solid Mech. (Urbana, 1953), 158-163, 1954

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