Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference32 articles.
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2. Experimental and numerical studies of press-braked S690 high strength steel channel section beams;Zhang;Thin-Walled Struct.,2020
3. Web crippling experiments of high strength lipped channel beams under one-flange loading;Sundararajah;J. Constr. Steel Res.,2017
4. Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: testing, numerical simulation and design;Zhang;Eng. Struct.,2019
5. Compression tests of high strength cold-formed steel channels with buckling interaction;Kwon;J. Constr. Steel Res.,2009
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