Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition – Part II: parametric study and proposed design equations-Reference-Cited by-同舟云学术

Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition – Part II: parametric study and proposed design equations

Published:2017-05 Issue: Volume:114 Page:92-106
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Lian Ying,Uzzaman Asraf,Lim James B.P.,Abdelal Gasser,Nash David,Young Ben

Funder

Metsec Plc

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. NAS, North American Specification for the Design of Cold-formed Steel Structural Members, American Iron and Steel Institute, AISI S100-2007, AISI Standard, 2007.

2. Cold-formed steel members with perforated elements;Yu;J. Struct. Div.,1973

3. Standard Test Method for Determining the Web Crippling Strength of Cold-formed Steel Members;LaBoube,2002

4. Crippling capacity of web elements with openings;LaBoube;J. Struct. Eng.,1999

5. Web crippling strength of thin-walled steel members with web opening;Sivakumaran;Thin-Walled Struct.,1989

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