Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete-Reference-Cited by-同舟云学术

Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete

Published:2012-02 Issue: Volume:34 Page:325-331
ISSN:0261-3069
Container-title:Materials & Design
language:en
Short-container-title:Materials & Design

Author:

Shariati Mahdi,Ramli Sulong N.H.,Arabnejad Khanouki M.M.

Publisher

Elsevier BV

Subject

Applied Mathematics,General Mathematics

Reference31 articles.

1. Experimental and analytical study on channel shear connectors in fiber-reinforced concrete;Maleki;J Constr Steel Res,2009

2. Behavior of channel shear connectors, Part I: experimental study;Maleki;J Constr Steel Res,2008

3. Flexural strength of steel-concrete composite beams;Slutter;J Struct Eng, ASCE,1965

4. Pashan A. Behaviour of channel shear connectors: push-out tests. MSc thesis, Department of Civil Engineering. Canada: University of Saskatchewan; 2006.

5. Full-scale tests of channel shear connectors and composite t-beams;Viest;Bull Ser,1952

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