A simplified flange–lip model for distortional buckling of cold-formed steel channel-sections with stiffened web-Reference-Cited by-同舟云学术

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A simplified flange–lip model for distortional buckling of cold-formed steel channel-sections with stiffened web

Published:2018-02 Issue: Volume:136 Page:451-459
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Huang Xu-hao,Yang Jian,Liu Qing-feng,Zhu Jue,Bai Li,Wang Fei-liang,Wang Jian-hua

Funder

National Key Research and Development Program of China

Science Research Plan of Shanghai Municipal Science and Technology Committee

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference33 articles.

1. Cold-formed steel lipped and plain angle columns with fixed ends;Shifferaw;Thin-Walled Struct,2014

2. Shape optimization of cold-formed steel columns;Leng;Thin-Walled Struct,2011

3. Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints;Leng;Thin-Walled Struct,2014

4. Distortional buckling formulas for channel columns;Lau;J Struct Eng,1987

5. Standard Australia, Cold-formed steel structures AS/NZS 4600: Sydney (NSW. Australia). 2005.

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