Exact solution for buckling of columns including self-weight

Duan, W. H. and Wang, C. M. (2008) Exact solution for buckling of columns including self-weight. Journal of Engineering Mechanics, 134 1: 116-119. doi:10.1061/(ASCE)0733-9399(2008)134:1(116)

Author Duan, W. H.
Wang, C. M.
Title Exact solution for buckling of columns including self-weight
Journal name Journal of Engineering Mechanics   Check publisher's open access policy
ISSN 0733-9399
Publication date 2008-01-01
Year available 2008
Sub-type Article (original research)
DOI 10.1061/(ASCE)0733-9399(2008)134:1(116)
Open Access Status Not yet assessed
Volume 134
Issue 1
Start page 116
End page 119
Total pages 4
Place of publication Reston, VA, United States
Publisher American Society of Civil Engineers
Language eng
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.
Keyword Axial loads
Numerical models
Q-Index Code C1
Q-Index Status Provisional Code
Institutional Status Non-UQ

Document type: Journal Article
Sub-type: Article (original research)
Collections: School of Civil Engineering Publications
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Citation counts: TR Web of Science Citation Count  Cited 25 times in Thomson Reuters Web of Science Article | Citations
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Created: Mon, 16 Jan 2017, 21:51:48 EST by Clare Nelson on behalf of Learning and Research Services (UQ Library)