Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams-Reference-Cited by-同舟云学术

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Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Qiu-Yun¹^ORCID,Young Ben²

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13349

Reference44 articles.

1. ABAQUS. 2020. ABAQUS/Standard user’s manual and ABAQUS CAE manual. Version 2020. Pawtucket, RI: Hibbitt, Karlsson & Sorensen, Inc.

2. Local-distortional buckling interaction on cold-formed steel lipped channel beams

3. Bamach M. R. J. T. Merrick and G. J. Hancock. 1998. “Distortional buckling formulae for thin walled channel and Z-sections with return lips.” In Proc. 14th Int. Specialty Conf. on Cold-formed Steel Structures. St. Louis MI: Univ. of Missouri-Rolla.

4. Review: Interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling

5. Compression Tests of Cold-Formed Steel C- and Z-Sections with Different Stiffeners

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