On Strain-Hardened Circular Cylindrical Shells

[+] Author and Article Information
Nicholas Perrone

Pratt Institute, Brooklyn, N. Y.

P. G. Hodge

Illinois Institute of Technology, Chicago, Ill.

J. Appl. Mech 27(3), 489-495 (Sep 01, 1960) (7 pages) doi:10.1115/1.3644029 History: Received December 29, 1958; Online September 16, 2011


A consistent kinematic hardening theory termed complete hardening, based on a Tresca initial yield condition, has been applied to determine the general flow laws for rotationally symmetric shells. Representative “long” and “short” cylindrical shell problems with zero axial load are solved using complete hardening and a simpler but approximate kinematic hardening theory, termed direct hardening. The direct-hardening results compare favorably with the complete hardening ones.

Copyright © 1960 by ASME
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