Effect of Base Fixity on Buckling of Heavy Column with End Load
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of Engineering Mechanics
Volume 129, Issue 1
Abstract
This paper studies the effect of a rotationally restrained base on the buckling of a standing column subjected to both its own weight and a tip load. The characteristic equation is derived analytically in terms of Bessel functions. The results show stability is greatly compromised when the base is not securely fixed. Rotational spring constants for some simple base constraints are estimated.
Get full access to this article
View all available purchase options and get full access to this article.
References
Column Research Committee (1971). Handbook of Structural Stability, Corona, Tokyo, Chap. 1.
Greenhill, A. G.(1881). “Determination of the greatest height consistent with stability that a vertical pole or mast must be made, and of the greatest height to which a tree of given proportions can grow.” Proc. Cambridge Philos. Soc., 4(2), 65–73.
Gurfinkel, G., and Robinson, A. R.(1965). “Buckling of elastically restrained columns.” J. Struct. Div., ASCE, 91(6), 159–183.
Hoff, N. J. (1956). The analysis of structures, Wiley, New York, Chap. 3.
Timoshenko, S. P., and Gere, J. M. (1961). The theory of elastic stability, McGraw-Hill, New York, Chap. 2.
Wang, C. Y., and Drachman, B.(1981). “Stability of a heavy column with an end load.” J. Appl. Mech., 48(3), 668–669.
Information & Authors
Information
Published In
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Oct 23, 2000
Accepted: May 28, 2002
Published online: Dec 13, 2002
Published in print: Jan 2003
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.