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.
References
Choo, J. F., Y. C. Choi, W. C. Choi, and S. W. Yoo. 2019. “Behavioral characteristics of hybrid girders according to type of steel–Concrete connection.” Arch. Civ. Mech. Eng. 19 (1): 47–62. https://doi.org/10.1016/j.acme.2018.08.008.
He, C., Z. Fang, L. Zhang, G. Li, and M. Liu. 2015. “Research on mechanical performance of PBL shear connectors for steel–concrete joint section of hybrid girder bridge.” [In Chinese.] J. China Railway Soc. 10: 100–109.
He, J., Y. Liu, and B. Pei. 2014. “Experimental study of the steel–concrete connection in hybrid cable-stayed bridges.” J. Perform. Constr. Facil 28 (3): 559–570. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000444.
He, S., A. S. Mosallam, Z. Fang, and L. Liu. 2019. “Structural evaluation of steel–concrete joint with UHPC grout in single cable–plane hybrid cable-stayed bridges.” J. Bridge Eng. 24 (4): 04019022. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001379.
Kim, S. E., and H. T. Nguyen. 2012. “Evaluation of the connection efficiency of hybrid steel–concrete girder using finite element approach.” Int. J. Mech. Sci. 61 (1): 8–23. https://doi.org/10.1016/j.ijmecsci.2012.04.008.
Kozioł, P., M. Kożuch, C. Lorenc, and S. Rowiński. 2017. “Connection capacity of the transition zone in steel–concrete hybrid beam.” Civ. Environ. Eng. Rep. 25 (2): 137–146. https://doi.org/10.1515/ceer-2017-0025.
Li, Z., C. Zhao, K. Deng, and W. Wang. 2018. “Load sharing and slip distribution in multiple holes of a perfobond rib shear connector.” J. Struct. Eng. 144 (9): 04018147. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002152.
Liang, H., B. Li, Z. Liu, K. Tan, Y. Zhang, Y. Zhang, and K. Deng. 2022. “Staggered-supported steel anchor box system for cable-stayed bridges.” J. Bridge Eng. 27 (7): 04022054. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001893.
Lin, Z., Y. Liu, and J. He. 2014. “Behavior of stud connectors under combined shear and tension loads.” Eng. Struct. 81: 362–376. https://doi.org/10.1016/j.engstruct.2014.10.016.
Liu, D., T. Qi, and X. Xiang. 2019. “Force analysis for jacking-up construction at fulcrum of auxiliary piers of Jiuzhou Ship Channel Bridge of Hong Kong–Zhuhai–Macao Bridge.” [In Chinese.] Bridge Constr. 1: 113–118.
Liu, K., D. Cai, and G. Yang. 2020. “Design of main bridge of Pailou Changjiang River Bridge in Wanzhou.” [In Chinese.] Bridge Constr. 50 (S2): 109–114.
Nie, J., M. Tao, and L. Wu. 2012. “Advances of research on steel–concrete composite bridges.” [In Chinese.] China Civ. Eng. J. 6: 110–122.
Pu, Q., S. Yang, Z. Shi, Y. Hong, and Y. Zhou. 2021. “Fatigue performance of an innovative steel–concrete joint in long-span railway hybrid box girder cable-stayed bridges.” J. Bridge Eng. 26 (2): 04020129. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001680.
Pu, Q., Y. Zhou, and Z. Shi. 2016. “Mechanical behavior and parametric analysis of steel and concrete joint section of railway hybrid girder cable-stayed bridge.” [In Chinese.] Bridge Constr. 1: 12–17.
Shi, Z., X. Jiang, G. Gao, B. Ning, and M. Yu. 2021. “Mechanical property analysis of steel–concrete joint section of long-span high-speed railway hybrid girder cable-stayed bridge.” [In Chinese.] Bridge Constr. 2: 62–70.
Virlogeux, M. 1994. “The Normandie Bridge, France: A new record for cable-stayed bridges.” Struct. Eng. Int. 4 (4): 208–213. https://doi.org/10.2749/101686694780601629.
Xu, C., L. Zhang, Q. Su, and S. Abbas. 2022. “Mechanical behavior of a novel steel–concrete joint in concrete-composited hybrid continuous bridges.” Structures 36: 291–302.
Yao, Y., Y. Yang, Z. Liu, Z. Shi, and Q. Pu. 2015. “Model tests on the steel–concrete joint section of hybrid cable-stayed railway bridge with long-span steel box girder.” [In Chinese.] J. China Railway Soc. 3: 79–84.
Zhan, J., and X. Peng. 2016. “Study of structural design scheme for long span composite girder cable-stayed bridge.” [In Chinese.] Bridge Constr. 4: 85–91.
Zhang, J., and Q. Zheng. 2016. “Design of steel and concrete composite sections for highway deck of main ship channel bridge of Hutong Changjiang River Bridge.” [In Chinese.] Bridge Constr. 4: 6–10.
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© 2022 American Society of Civil Engineers.
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
ASCE Technical Topics:
- Bridge engineering
- Bridges
- Bridges (by material)
- Bridges (by type)
- Cable stayed bridges
- Cables
- Composite bridges
- Concrete bridges
- Continuum mechanics
- Cracking
- Design (by type)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Fracture mechanics
- Girder bridges
- Girders
- Load and resistance factor design
- Load factors
- Plate girders
- Solid mechanics
- Structural design
- Structural engineering
- Structural members
- Structural systems
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