Numerical simulation of high strength cold-formed purlins in combined bending and shear-Reference-Cited by-同舟云学术

Numerical simulation of high strength cold-formed purlins in combined bending and shear

Published:2010-10 Issue:10 Volume:66 Page:1205-1217
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Pham Cao Hung,Hancock Gregory J.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Numerical simulation of high-strength steel box-shaped columns failing in local and overall buckling modes;Yang;Journal of Structural Engineering, American Society of Civil Engineers,2006

2. ABAQUS/Standard user’s manual, version 5.7,1997

3. Yu C. Distortional buckling of cold-formed steel members in bending. Ph.D. dissertation. Baltimore: Johns Hopkins Univ; 2005.

4. Pham CH, Hancock GJ. Experimental investigation of high strength cold-formed C-section in combined bending and shear. Research Report No R894. Australia: School of Civil Engineering, The University of Sydney, NSW; April 2009.

5. ABAQUS/standard version 6.8-2; abaqus/CAE user’s manual,2008

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