Web Crippling Behaviour of Cold‐formed Stainless Steel Beams with Non‐Circular Web Opening-Reference-Cited by-同舟云学术

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Web Crippling Behaviour of Cold‐formed Stainless Steel Beams with Non‐Circular Web Opening

Published:2019-09 Issue:3-4 Volume:3 Page:937-942
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce/papers

Author:

Fareed Ishqy¹²,Somadasa Wanniarachchi¹,Poologanathan Keerthan²,Gunalan Shanmuganathan³,Beatini Valentina²,Sivabalan Sivaram⁴

Affiliation:

1. Department of Civil and Environmental Engineering University of Ruhuna Sri Lanka

2. Faculty of Engineering & Environment Northumbria University Newcastle upon Tyne UK

3. Griffith University Queensland Australia

4. Department of Civil Engineering University of Peradeniya Sri Lanka

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1170

Reference8 articles.

1. Stainless steel in construction: A review of research, applications, challenges and opportunities

2. Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases

3. Web crippling of stainless steel cold-formed beams

4. Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading

5. Experimental Studies of Lipped Channel Beams Subject to Web Crippling under Two-Flange Load Cases

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1. Comprehensive evaluation of flat pack modular building systems: Design, structural performance, and operational efficiency;Journal of Building Engineering;2024-10

2. Shear behaviour of screw fastened rectangular hollow flange beams with web openings;Journal of Constructional Steel Research;2022-02

3. Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings;Engineering Structures;2022-01

4. Shear behaviour and design of doubly symmetric hollow flange beam with web openings;Journal of Constructional Steel Research;2021-10

5. Shear behaviour of cold-formed stainless-steel beams with web openings: Numerical studies;Structures;2021-06

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