Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations-Reference-Cited by-同舟云学术

Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations

Published:2016-10 Issue: Volume:107 Page:489-501
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

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading;Uzzaman;Thin-Walled Struct.,2012

2. 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

3. 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 Struct.,2012

4. 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 Struct.,2012

5. Y. Lian, A. Uzzaman, J.B.P. Lim, G. Abdelal, D. Nash, B. Young, Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part I: Tests and finite element analysis. Submitted to Thin-walled Structures.

Cited by 46 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Simplified Direct Strength Method for the design of cold-formed steel channels with circular web openings under two-flange loadings;Engineering Structures;2024-11

2. Web crippling behaviour of cold-formed steel channels with elongated un-stiffened and edge-stiffened web holes under end-two-flange loading condition;Thin-Walled Structures;2024-02

3. Web crippling behaviour of cold-formed steel channel sections having elongated edge-stiffened web holes under interior-two-flange loading condition;Engineering Structures;2023-11

4. Web crippling investigation of perforated aluminium lipped channels under interior-two-flange loading condition;Thin-Walled Structures;2023-11

5. State-of-the-Art: Integrating Fastener Technology and Design Guidelines for Enhanced Performance of Cold-Formed Steel Sections;Buildings;2023-09-14