Effect of web holes on web crippling capacity of rectangular hollow steel sections under two flange loadings
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Publisher
Elsevier BV
Reference38 articles.
1. Finite element modeling of bolted connections between cold-formed steel strips and hot rolled steel plates under static shear loading;Chung;Eng. Struct.,2000
2. Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections;Gardner;Thin-Walled Struct.,2010
3. Tests and behavior of hot-rolled channel steel sections subjected to web crippling;Chen;J. Constr. Steel Res.,2016
4. Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition;Uzzaman;Thin-Walled Struct.,2013
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