TECHNICAL NOTES
Mar 14, 2003
Stability Criteria for Euler Columns with Intermediate and End Axial Loads
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VIEW THE REPLYAuthors: C. M. Wang, M.ASCE, C. Y. Wang, and I. M. NazmulAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 129, Issue 4
Abstract
Presented herein are exact stability criteria for Euler columns under intermediate and end concentrated axial loads. The stability criteria cover all combinations of classical boundary conditions, arbitrary location of the intermediate concentrated load, and ratios of the magnitude of the intermediate load to the end load. Also included is the buckling problem of a new class of Euler columns where one segment is in tension while the other segment in compression.
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References
Handbook of structural stability. (1971). Column Research Committee of Japan, Corona, Tokyo.
Kin, S. (1940). “Analytical method for buckling strength of the continuous bar.” Trans. Jpn. Soc. Civil Eng., February.
Olsen, R. G. (1934). Stahlbau, Ht. 7, S.13.
Ratzerdorfer. (1936). Die knickfestigkeit von staben und stabwerken, Springer, Wien.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, McGraw-Hill, New York.
Young, W. C. (1989). Roark’s formulas for stress and strain, 6th Ed., McGraw-Hill, Singapore.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 129 • Issue 4 • April 2003
Pages: 468 - 472
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Received: Apr 25, 2001
Accepted: Sep 18, 2002
Published online: Mar 14, 2003
Published in print: Apr 2003
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Authors
Affiliations
C. M. Wang, M.ASCE
Professor in Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260.
C. Y. Wang
Professor in Mathematics, Michigan State Univ., East Lansing, MI.
I. M. Nazmul
Graduate Student in Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260.
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