Effect of shear connector spacing and layout on the shear connector capacity in composite beams-Reference-Cited by-同舟云学术

Effect of shear connector spacing and layout on the shear connector capacity in composite beams

Published:2011-04 Issue:4 Volume:67 Page:706-719
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Qureshi Jawed,Lam Dennis,Ye Jianqiao

Publisher

Elsevier BV

Subject

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

Reference18 articles.

1. The behaviour of through-deck welded shear connectors: an experimental and numerical study;Kim;Journal of Constructional Steel Research,2001

2. Performance of shear connection in composite beams with profiled steel sheeting;Ellobody;Journal of Constructional Steel Research,2006

3. Behaviour of headed stud shear connectors for composite steel–concrete beams at elevated temperatures;Mirza;Journal of Constructional Steel Research,2009

4. Effects of the combination of axial and shear loading on the behaviour of headed stud steel anchors;Mirza;Engineering Structures,2010

5. Qureshi J, Lam D. Behaviour of headed shear stud in composite beams with profiled metal decking. Advances in Structural Engineering 2010 [in press].

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