TECHNICAL NOTES
Jan 1, 2008

Exact Solution for Buckling of Columns Including Self-Weight

Publication: Journal of Engineering Mechanics
Volume 134, Issue 1

Abstract

In this technical note, analytical solutions for the elastic buckling of heavy columns with various combinations of end conditions are derived, for the first time, in terms of generalized hypergeometric functions. The benchmark solutions may be used to assess the accuracy of approximate formulas and numerical solutions.

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References

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 1January 2008
Pages: 116 - 119

History

Received: May 18, 2006
Accepted: Jun 8, 2007
Published online: Jan 1, 2008
Published in print: Jan 2008

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Notes

Note. Associate Editor: Khaled W. Shahwan

Authors

Affiliations

W. H. Duan
Graduate Student, Dept. of Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260; presently, Postdoctoral Fellow, Dept. of Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260. E-mail: [email protected]
C. M. Wang
Professor, Dept. of Engineering Science and Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260 (corresponding author). E-mail: [email protected]

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