Experimental investigation on mechanical behavior of T-type perfobond rid shear connectors under combined shear and tension

Author:

Zhan Yulin,Huang WenfengORCID,Li Yanyan,Li Jiaxin,Shao Junhu,Tian Bo

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Sichuan Province Science and Technology Support Program

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. Experimental and parametric study on the pull-out resistance of a notched perfobond shear connector;Zheng;Appl. Sci. Basel,2019

2. Contribution of perforated steel ribs to load-carrying capacities of steel and concrete composite slabs under negative bending;Xu;Adv. Struct. Eng.,2018

3. Structural performance of steel-concrete composite deck for steel-box girder bridges;Kim;KSCE J. Civ. Eng.,2006

4. Structural performance of steel pile caps strengthened with perfobond shear connectors under lateral loading;Kim;Appl. Sci. Basel,2016

5. Experimental shear strength evaluation of perfobond shear connector with various hole shapes;Zheng;Struct. Eng. Mech.,2018

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