Nonlinear web crippling analysis and design of cold-formed high strength steel channel sections having different stiffened flanges-Reference-Cited by-同舟云学术

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Nonlinear web crippling analysis and design of cold-formed high strength steel channel sections having different stiffened flanges

Published:2024-04 Issue: Volume:197 Page:111651
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

He Jun,Ellobody Ehab

Publisher

Elsevier BV

Reference37 articles.

1. Structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending;Hetrakul;Civil Eng. Study,1978

2. The effect of flange restraint on web crippling strength;Bhakta;Civil Eng. Study,1992

3. Web Crippling of Single Web Cold-Formed Steel Members Subjected to End One-Flange Loading;Gerges,1997

4. Web Crippling of Cold-Formed Steel Members;Beshara,1999

5. Young, B., Hancock, G.J. Web crippling behaviour of cold-formed unlipped channels. Fifteenth International Specialty Conference on Cold-Formed Steel Structures. 1998; St. Louis, Missouri U.S.A, October 15-16.

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