TECHNICAL NOTES
Jun 1, 1984
Elastoplastic Buckling of Single Angle Columns
Author: Guo ChuenmeiAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 110, Issue 6
Abstract
A nonlinear, large deformation, finite element analysis is presented for the elastoplastic buckling of thin-walled members with initial imperfection subjected to pressure loading. A combined method of increment and one step Newton-Raphson self-correction is used to trace the nonlinear load-displcement path. Buckling behavior of single angle columns is reported and comparison of computed and test results is given.
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References
1.
European Conventional for Constructional Steelwork “Manual on the Stability of Steel Structure,” Second ed., Tokyo, Japan, 1976.
2.
Khan, A. Q., and Harris, P. J., “Post Buckling Behaviour of Thin‐Walled Members,” Computational Method in Nonlinear Mechanics, edited by Organizing Committee, 1974, pp. 799–808.
3.
Lee, H. P., and Harris, P. J., “Post‐Buckling Strength of Thin‐Walled Members,” Computers & Structures, Vol. 10, 1979, pp. 681–702.
4.
“Stability of Eccentrically Connected Single Angle Column,” Yejin Jianzhu (Metallurgical Architecture), Beijing, China, 1977.
5.
Usami, T., and Galambos, T. V., “Eccentrically Loaded Single Angle Columns,” Pub. IABSE, Vol. 31‐V, 1971, pp. 153–183.
6.
Zienkiewicz, O. C., “The Finite Element Method in Engineering Science,” 1971.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 110 • Issue 6 • June 1984
Pages: 1391 - 1395
Copyright
Copyright © 1984 ASCE.
History
Published online: Jun 1, 1984
Published in print: Jun 1984
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Authors
Affiliations
Guo Chuenmei
Instructor, Dept. of Civ. Engrg., Beijing Polytechnic University, People's Republic of China
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