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Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study

  • Published:2016-09 Issue: Volume:120 Page:382-392
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Shariati M.,Ramli Sulong N.H.,Shariati A.,Kueh A.B.H.

Funder

University of Malaya Higher Impact Research

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference55 articles.

1. Various types of shear connectors in composite structures: a review;Shariati;Int. J. Phys. Sci.,2012

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

3. Investigation of Stud Shear Connectors for Composite Concrete and Steel T-Beams;Viest,1956

4. Recent designs of composite bridges and a new type of shear connectors;Zellner,1987

5. Behavior of Perfobond rib shear connectors: push-out tests;Veldanda;Can. J. Civ. Eng.,1992
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