Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference16 articles.
1. An investigation of web crushing behaviour in thin-walled beams;Rhodes;Thin-Walled Structures,1998
2. Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part I: Tests and finite element analysis;Uzzaman;Thin-Walled Structures,2012
3. Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part II: Parametric study and proposed design equations;Uzzaman;Thin-Walled Structures,2012
4. Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading;Uzzaman;Thin-Walled Structures,2012
5. Cold-formed steel members with perforated elements;Yu;Journal of the Structural Division,1973
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2. Effect of web holes on web crippling capacity of rectangular hollow steel sections under two flange loadings;Journal of Constructional Steel Research;2024-11
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4. State-of-the-Art: Integrating Fastener Technology and Design Guidelines for Enhanced Performance of Cold-Formed Steel Sections;Buildings;2023-09-14
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