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RESEARCH PAPERS

On the Buckling of Columns

[+] Author and Article Information
P. R. Paslay

Rice University; Shell Development Company, Exploration and Production Research Division, Houston, Texas

D. B. Bogy

Shell Development Company, Exploration and Production Research Division, Houston, Texas

J. Eng. Ind 86(3), 252-256 (Aug 01, 1964) (5 pages) doi:10.1115/1.3670528 History: Received September 27, 1963; Online December 08, 2011

Abstract

An appropriate nonlinear formulation of elasticity is reduced through the usual assumptions of bending theory. It is shown that buckling problems for uniform straight columns may be studied, to the degree of approximation in bending theory, with a strain energy function for the column given by the sum of two terms concerning (a) the column center line strain and (b) the column center line change of curvature.

Copyright © 1964 by ASME
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