Numerical Modeling and Design of Lipped Channel Beams Subject to Web Crippling under One-Flange Load Cases-Reference-Cited by-同舟云学术

Numerical Modeling and Design of Lipped Channel Beams Subject to Web Crippling under One-Flange Load Cases

Published:2019-10 Issue:10 Volume:145 Page:04019094
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sundararajah Lavan¹,Mahendran Mahen²^ORCID,Keerthan Poologanathan³

Affiliation:

1. Ph.D. Researcher, Science and Engineering Faculty, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

2. Professor, Science and Engineering Faculty, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia (corresponding author). ORCID: .

3. Lecturer, Science and Engineering Faculty, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002367

Reference14 articles.

1. A new slenderness-based approach for the web crippling design of plain channel steel beams

2. Kaitila O. 2004. “Web crippling of cold-formed thin-walled steel cassettes.” Ph.D. thesis Dept. of Civil and Environmental Engineering Laboratory of Steel Structures Helsinki Univ. of Technology.

3. Experimental investigation and design of lipped channel beams in shear

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

5. Keerthan P. M. Mahendran and E. Steau. 2014b. “Web crippling tests of hollow flange channel beams: ETF and ITF load cases.” In Proc. Australasian Structural Engineering Conf. (ASEC 2014). Barton Australia: Engineers Australia.

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