On the Buckling of Rings Subject to Impulsive Pressures

[+] Author and Article Information
W. Stuiver

College of Engineering, University of Hawaii, Honolulu, Hawaii

J. Appl. Mech 32(3), 511-518 (Sep 01, 1965) (8 pages) doi:10.1115/1.3627252 History: Received January 28, 1964; Revised November 13, 1964; Online September 15, 2011


It is shown in this paper that previous, independent analyses of the phenomena of dynamic elastic instability and dynamic plastic-flow buckling of circular cylindrical shells can be combined in a single approach leading to results consistent with those that follow from these analyses. The response of the shell in both cases is governed by the interaction between the fundamental radial, purely extensional mode of deformation and inextensional flexural modes always present in the response. An analytical procedure is given for the determination of dominant modes in the elastic and plastic phases of the response, and the results of this procedure are verified by comparison with numerical and experimental data.

Copyright © 1965 by ASME
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