Experimental investigation on shear behavior of high-strength friction-grip bolt shear connectors in steel-precast UHPC composite structures subjected to static loading-Reference-Cited by-同舟云学术

Experimental investigation on shear behavior of high-strength friction-grip bolt shear connectors in steel-precast UHPC composite structures subjected to static loading

Published:2021-10 Issue: Volume:244 Page:112777
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Fang Zhuangcheng,Liang Weibin,Fang Haozhen,Jiang Haibo,Wang Shaodi

Funder

Natural Science Foundation of Guangdong Province

Scientific and Technological Planning Project of Guangzhou City

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams;Fang;STEEL COMPOS STRUCT.,2020

2. Novel demountable shear connector for accelerated disassembly, repair, or replacement of precast steel-concrete composite bridges;Suwaed;J Bridge Eng,2017

3. Shear performance of a novel demountable steel-concrete bolted connector under static push-out tests;Yang;Eng Struct,2018

4. Impact of concrete deck removal on horizontal shear capacity of shear connections;Deng;J Bridge Eng,2016

5. Behavior of high-strength friction-grip bolted shear connectors in sustainable composite beams;Liu;J Struct Eng,2014

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