On the distortional post-buckling behaviour of cold-formed lipped channel steel beams
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Publisher
Elsevier
Reference10 articles.
1. Design for Distortional Buckling of Flexural Members;Hancock;Thin-Walled Structures,1997
2. Strength Tests of Cold-Formed Channel Sections Undergoing Local and Distortional Buckling;Kwon;Journal of Structural Engineering (ASCE),1992
3. Postbuckling Analysis of Thin-Walled Channel Sections Undergoing Local and Distortional Buckling;Kwon;Computers and Structures,1993
4. Distortional Buckling Formulas for Channel Columns;Lau;Journal of Structural Engineering (ASCE),1987
5. Local and Global Stability of Cold-Formed Steel Members;Prola,2001
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1. Numerical Analysis on Distortional Failure of Cold-Formed Steel Hat-Section Beams Under Non-uniform Bending;International Journal of Steel Structures;2023-06-29
2. Compression tests of thin-walled cold-formed steel columns with Σ-shaped sections and patterned perforations distributed along the length;Thin-Walled Structures;2022-05
3. Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design;Thin-Walled Structures;2017-09
4. Study on distortional buckling performance of cold-formed thin-walled steel flexural Members with stiffeners in the flange;Thin-Walled Structures;2015-10
5. Strength, interactive failure and design of web-stiffened lipped channel columns exhibiting distortional buckling;Thin-Walled Structures;2014-08
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