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Experimental study on the shear resistance of a comb-type perfobond rib shear connector

  • Published:2019-07 Issue: Volume:158 Page:279-289
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Gu Jian-Cheng,Liu Duo,Deng Wen-Qin,Zhang Jian-Dong

Funder

National Science and Technology Support Programme of China

Science and Technology Programme of Zhejiang Provincial Communication Department

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. Push-out experimental study of bond-slip behaviors of PBL shear connectors under static loading;Shi;Eng. Mech.,2012

2. Bearing capacity of perfobond rib shear connectors in composite girder bridges;Su;J. Bridg. Eng.,2016

3. Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector;Zheng;J. Constr. Steel Res.,2016

4. Study on shear strength equations and design method of perfobond strip;Hosaka;J. Struct. Eng. J. SCE,2002

5. Experimental study of shear capacity of perfobond connector;Zhao;Eng. Mech.,2012

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