Volume 26 Issue 5
May  2026
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HU Meng-han, SUN Li-peng, XU Bo, JIA Xian-zhuo, HAN Qiang, DU Xiu-li. Review on durability of steel-concrete composite girder bridges[J]. Journal of Traffic and Transportation Engineering, 2026, 26(5): 1-25. doi: 10.19818/j.cnki.1671-1637.2026.191
Citation: HU Meng-han, SUN Li-peng, XU Bo, JIA Xian-zhuo, HAN Qiang, DU Xiu-li. Review on durability of steel-concrete composite girder bridges[J]. Journal of Traffic and Transportation Engineering, 2026, 26(5): 1-25. doi: 10.19818/j.cnki.1671-1637.2026.191
shu

Review on durability of steel-concrete composite girder bridges

doi: 10.19818/j.cnki.1671-1637.2026.191
  • 1.

    School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

  • 2.

    State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing 100124, China

  • 3.

    School of Civil Engineering, Ordos Institute of Technology, Ordos 017000, Inner Mongolia, China

  • 4.

    Yanzhao Modern Transportation Laboratory, Hebei Transportation Investment Group Company Limited, Shijiazhuang 050011, Hebei, China

Funds:

National Key R&D Program of China 2023YFB2604400

National Key R&D Program of China 2023YFB2604404

National Natural Science Foundation of China 52478489

National Natural Science Foundation of China 52338010

National Natural Science Foundation of China 52408144

Beijing Natural Science Foundation JR25026

R&D Program of Beijing Municipal Education Commission KM202410005025

R&D Program of Beijing Municipal Education Commission KM202410016018

Postdoctoral Fellowship Program of CPSF GZC20230190

Innovation Project of China Merchants Group Innovation Special Fund 244391

More Information
  • Corresponding author: SUN Li-peng, associate professor, PhD, E-mail: sunlipeng@bjut.edu.cn
  • Received Date: 2025-06-08
  • Accepted Date: 2026-01-23
  • Rev Recd Date: 2025-11-11
  • Publish Date: 2026-05-28
    Abstract

  • Key deterioration mechanisms and technical enhancement strategies for improving the service performance of steel-concrete composite girder bridges incomplex environments were systematically reviewed and summarized. At the material level, the degradation characteristics of steel and concrete under the combined effects of chloride ingress, freeze-thaw cycles, and fatigue loading were reviewed. The main deterioration mechanisms, including cross-sectional loss, stress concentration, and microcrack evolution, were analyzed. The degradation modes of shear connectors and the characteristics of interface damage were summarized, revealing the key failure mechanisms under corrosion-fatigue interactions. The effects of typical degradation behaviors on structural bearing capacity and ductility were analyzed. Engineering measures to improve the durability of composite girder bridges were summarized, including the use of new materials such as ultra-high-performance concrete (UHPC), weathering steel, and fiber-reinforced polymer (FRP) composites, as well as improved sealing of prefabricated interfaces and joints, optimized drainage and ventilation systems, and techniques for concrete surface protection and reinforcement corrosion inhibition. These measures establish a durability enhancement pathway based on the coordinated control of materials, structure, environment, and surface conditions. The results show that the durability of steel-concrete composite girder bridges is influenced by environmental conditions and structural detailing, while existing code-based design methods are insufficient to account for uncertainties arising from the coupled effects of environmental and loading factors. Future research may focus on modeling multi-factor coupled deterioration mechanisms, promoting the engineering application and standardized evaluation of high-performance materials, developing controllable connection configurations and interface protection systems, and establishing an integrated life-cycle monitoring-prediction-intervention framework based on intelligent sensing technologies. These efforts will contribute to the development of a durability design theory and evaluation framework for bridges over their full life cycle.

     

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