Distortional buckling of a CFS channel section with and without stiffened flanges
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://link.springer.com/content/pdf/10.1007/s12206-019-0510-z.pdf
Reference39 articles.
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2. S. C. W. Lau and G. J. Hancock, Distortional buckling formulas for channel columns, Journal of Structural Engineering, 113 (5) (1987) 1063–1078.
3. G. J. Hancock, Design for distortional buckling of flexural members, Thin-Walled Structures, 27 (1) (1997) 3–12.
4. B. W. Schafer and T. Pekoz, Laterally braced cold-formed steel flexural members with edge stiffened flanges, Journal of Structural Engineering, 125 (2) (1998) 118–127.
5. L. Y. Li and J. K. Chen, An analytical model for analysing distortional buckling of cold-formed steel sections, Thin-Walled Structures, 46 (12) (2008) 1430–1436.
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