Case Studies
Nov 17, 2022

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

Publication: Journal of Bridge Engineering
Volume 28, Issue 2

Abstract

The steel–concrete hybrid joint (SCHJ) between a concrete girder and a steel–concrete composite girder in a cable-stayed bridge has a high risk of cracking under a hogging moment. This study investigated the crack resistance of the SCHJ. Based on a specific bridge, a half-scale SCHJ specimen was designed and tested. A particular loading setup was developed to reproduce the actual loading conditions of the SCHJ. The crack developments and strain distributions of the SCHJ specimen were observed. The SCHJ with fully infilled concrete cracked earlier than the composite girder. A numerical model was developed using the ABAQUS software version 6.14, and the results obtained by this model were in good agreement with the experimental results. The crack development laws of the concrete deck at typical sections in the SCHJ and composite girder in this bridge were derived. An analytical model was proposed to describe crack development in the SCHJ and composite girder. An SCHJ with partially infilled concrete was proposed to improve the crack resistance of the SCHJ compared with the composite girder, and design recommendations were provided for the novel SCHJ with partially infilled concrete in this bridge.

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Acknowledgments

This study was supported by the National Key Research and Development Program of China (Grant No. 2021YFB1600301), National Natural Science Foundation of China (Grant No. 52078436), Sichuan Science and Technology Program (Grant Nos. 2022JDRC0012 and 2022NSFSC0455), and Opening Funding Project of the Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of the China Earthquake Administration.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 2February 2023

History

Received: Jun 6, 2022
Accepted: Oct 4, 2022
Published online: Nov 17, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 17, 2023

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Huanwei Liang
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.
Ke Tan
Foshan Jianying Development Co., Ltd., Foshan 528000, Guangdong, China.
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: https://orcid.org/0000-0002-4632-4954. Email: [email protected]
Yongming Zhang
Foshan Jianying Development Co., Ltd., Foshan 528000, Guangdong, China.
Canhui Zhao
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Key Laboratory of Seismic Engineering Technology of Sichuan Province, Chengdu 610031, China.
Tengyu Yang
Foshan Transportation Science and Technology Co., Ltd., Foshan 528000, Guangdong, China.

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