TECHNICAL NOTES
Oct 1, 1987
Approximate Formulas for Buckling of Heavy Column with End Load
Author: C. Y. WangAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 113, Issue 10
Abstract
An approximate stability condition is derived for a column with one end fixed and the other end free, under its self weight, and an end load at its free end. This stability condition is accurate for low values of self weight.
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References
1.
Kato, T. (1971). Handbook of structural stability. Column Research Committee of Japan, ed., Corona, Tokyo, 1–8.
2.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill, New York, N.Y., 104.
3.
Wang, C. Y. (1983). “Buckling and postbuckling of a long hanging elastic column due to a bottom load.” J. App. Mech., 50, 311–314.
4.
Wang, C. Y., and Drachman, B. (1981). “Stability of a heavy column with an end load.” J. App. Mech., 48, 668–669.
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Copyright © 1987 ASCE.
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Published online: Oct 1, 1987
Published in print: Oct 1987
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Authors
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C. Y. Wang
Prof., Michigan State Univ., East Lansing, MI 48824
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