TECHNICAL NOTES
Mar 14, 2003
Stability Criteria for Euler Columns with Intermediate and End Axial Loads
This article has a reply.
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.
Get full access to this article
View all available purchase options and get full access to this article.
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
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
Permissions
Request permissions for this article.
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.
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.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.