Experimental Studies of Lipped Channel Beams Subject to Web Crippling under Two-Flange Load Cases-Reference-Cited by-同舟云学术

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

Published:2016-09 Issue:9 Volume:142 Page:04016058
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sundararajah Lavan¹,Mahendran Mahen²,Keerthan Poologanathan³

Affiliation:

1. Ph.D. Researcher, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

2. Professor, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia (corresponding author).

3. Lecturer, 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.0001523

Reference26 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. AISI (American Iron and Steel Institute). (2008). “Standard test method for determining the web crippling strength of cold-formed steel beams.” AISI S909 Washington DC.

3. AISI (American Iron and Steel Institute). (2012). “Specifications for the cold-formed steel structural members cold-formed steel design manual.” AISI S100 Washington DC.

4. Beshara B. and Schuster R. M. (2000). “Web crippling of cold formed steel C- and Z- sections.” 15th Int. Specialty Conf. on Cold-Formed Steel Structures Department of Civil Engineering Center for Cold-Formed Steel Structures Univ. of Missouri Rolla MO.

5. CEN (European Committee for Standardization). (2006). “Eurocode 3: Design of steel structures—Part 1-3: General rules—Supplementary rules for cold-formed members and sheeting.” EN 1993-1-3 Brussels Belgium.

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