Crack Resistance of Steel–Concrete Hybrid Joint between Concrete Girder and Steel–Concrete Composite Girder in Long-Span Cable-Stayed Bridge under Hogging Moment-Reference-Cited by-同舟云学术

Crack Resistance of Steel–Concrete Hybrid Joint between Concrete Girder and Steel–Concrete Composite Girder in Long-Span Cable-Stayed Bridge under Hogging Moment

Published:2023-02 Issue:2 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liang Huanwei¹,Tan Ke²,Deng Kailai³^ORCID,Zhang Yongming²,Zhao Canhui⁴,Yang Tengyu⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Foshan Jianying Development Co., Ltd., Foshan 528000, Guangdong, China.

3. Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin Univ., Tianjin 300350, P.R. China (corresponding author). ORCID: .

4. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Key Laboratory of Seismic Engineering Technology of Sichuan Province, Chengdu 610031, China.

5. Foshan Transportation Science and Technology Co., Ltd., Foshan 528000, Guangdong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5895

Reference20 articles.

1. Behavioral characteristics of hybrid girders according to type of steel–concrete connection

2. Research on mechanical performance of PBL shear connectors for steel–concrete joint section of hybrid girder bridge;He C.;J. China Railway Soc.,2015

3. Experimental Study of the Steel-Concrete Connection in Hybrid Cable-Stayed Bridges

4. Structural Evaluation of Steel–Concrete Joint with UHPC Grout in Single Cable–Plane Hybrid Cable-Stayed Bridges

5. Evaluation of the connection efficiency of hybrid steel–concrete girder using finite element approach

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