Thick General Shells Under General Loading

[+] Author and Article Information
Lloyd H. Donnell

656 Lytton Avenue, Palo Alto, Calif. 94301

J. Appl. Mech 56(2), 391-394 (Jun 01, 1989) (4 pages) doi:10.1115/1.3176095 History: Received May 18, 1988; Revised December 01, 1988; Online July 21, 2009


Three equilibrium equations in terms of three displacements are derived in scalar mathematics form, by linear, small-strain elasticity principles, for the case of general thick-walled shells under general loading. These reduce to well-known forms for the particular cases of flat-plates and thick circular cylindrical shells.

Copyright © 1989 by ASME
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