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Shear Capacity of C-Shaped and L-Shaped Angle Shear Connectors

  • Published:2016-08-01 Issue:8 Volume:11 Page:e0156989
  • ISSN:1932-6203
  • Container-title:PLOS ONE
  • language:en
  • Short-container-title:PLoS ONE

Author:

Tahmasbi Farzad,Maleki Shervin,Shariati Mahdi,Ramli Sulong N. H.,Tahir M. M.

Funder

University of Malaya Higher Impact Research (HIR)

University of Malaya Research Grant (UMRG)

Publisher

Public Library of Science (PLoS)

Subject

Multidisciplinary

Reference20 articles.

1. Behavior of channel shear connectors, Part I: Experimental study;S Maleki;Journal of Constructional Steel Research,2008

2. Behavior of channel shear connectors, Part II: Analytical study;S Maleki;Journal of Constructional Steel Research,2008

3. Experimental and analytical study on channel shear connectors in fiber-reinforced concrete;S Maleki;Journal of Constructional Steel Research,2009

4. Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete;A Shariati;Construction and Building Materials,2014

5. Behavior of tilted angle shear connectors;K Khorramian;PLOS ONE,2015
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