Push-out test of large perfobond connectors in steel–concrete joints of hybrid bridges-Reference-Cited by-同舟云学术

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Push-out test of large perfobond connectors in steel–concrete joints of hybrid bridges

Published:2018-11 Issue: Volume:150 Page:415-429
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Di Jin,Zou Yang,Zhou Xuhong,Qin Fengjiang,Peng Xi

Funder

National Key R&D Program of China

Fundamental Research Funds

Chongqing Basic and Frontier Research Projects of China

Publisher

Elsevier BV

Subject

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

Reference27 articles.

1. New, improved bonding means for composite load bearing structures with high fatigue strength;Leonhardt;Beton Stahlbetonbau,1987

2. Static behavior of steel-concrete composite beam with perfobond rib shear connector;Ahn;J. Korean Soc. Steel Constr.,2009

3. Behaviour of perfobond rib shear connectors in composite beams: full-size tests;Oguejiofor;Can. J. Civ. Eng.,1992

4. Experimental investigation on behaviour of steel–concrete composite bridge decks with perfobond ribs;Kim;J. Constr. Steel Res.,2006

5. Experimental study of the steel-concrete connection in hybrid cable-stayed bridges;He;J. Perform. Constr. Facil.,2013

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2. Transfer of shear force in circular reinforced composite dowel: A review;Structures;2024-09

3. Experimental and Parametric Analysis of Pull-Out Resistance of Notched T-Perfobond Connectors;Applied Sciences;2024-08-13

4. Shear Mechanism of a Novel SFCBs-Reinforced Composite Shear Connector: Experimental, Theoretical Investigations and Numerical Model;Materials;2024-07-15

5. Shear performance of small-rib-height perfobond strip connector groups embedded in UHPC: Experimental investigations and design recommendations;Engineering Structures;2024-07

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