Behaviour of cold-formed steel built-up I-sections with perforated web under localized forces-Reference-Cited by-同舟云学术

Behaviour of cold-formed steel built-up I-sections with perforated web under localized forces

Published:2022-03 Issue: Volume:190 Page:107129
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

He Jun,Young Ben

Funder

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Design of cold-formed channels subjected to web crippling;Young;J. Struct. Eng.,2001

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

3. Structural behavior of perforated web elements of cold-formed steel flexural members subjected to web crippling and a combination of web crippling and bending;Langan,1994

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

5. 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

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