2014/09-2020/04，同济大学，土木工程专业，博士（导师：吴冲教授）

2018/09-2019/09，美国路易斯安那州立大学，土木工程专业，联合培养博士（导师：Steve C.S. Cai）

2010/09- 2014/07，西汉姆联官方网站，道路桥梁及渡河工程专业，学士

2020/05-至今，西汉姆联官方网站，bw必威西汉姆联官方网站，至善博士后（合作导师：Steve C.S. Cai）

2025/06-至今，西汉姆联官方网站，bw必威西汉姆联官方网站，副研究员

钢与组合结构桥梁

桥梁长期性能评估与智能管养

桥梁高性能钢材应用

纵向课题

[1] 国家自然科学基金面上项目，“工业大气环境耐候钢桥螺栓连接腐蚀-微动疲劳耦合损伤机理与寿命预测”，2025-2028，在研，主持

[2] 国家自然科学基金青年项目，“考虑微动磨损的平行钢丝斜拉索腐蚀疲劳损伤机理研究”，2022-2024，结题，主持

[3] 中国博士后科学基金特别资助（站中）项目，“考虑局部弯曲的斜拉索复杂受力机理和疲劳可靠度研究”，2022-2023，结题，主持

[4] 中央高校基本科研业务经费，“考虑局部弯曲的斜拉索复杂受力机理和疲劳可靠度研究”，2022-2022，结题，主持

工程技术服务

[1] 国家重大工程委托项目，江阴大桥数字大桥样板工程建设数据软件开发技术服务合同，2025-2026，在研，主持

[2] 工程委托项目，江平东路东延涉铁应急工程太平河桥健康监测系统建设及维护项目，2025-2026，在研，主持

[3] 国家重大工程委托项目，南京长江第三大桥钢桥塔病害评估与养护方法研究，2021-2023，结题，参与

[4] 工程委托项目，钢丝疲劳性能检测（三水大桥），2021-2021，结题，参与

[1]Jiang, C., Xiong, W., Fu, Y. X., Ye, J. S. Experimental investigation on shear performance of RC T-beams strengthened with hybrid bonded CFRP strips[J]. Engineering Failure Analysis, 2025, 167, 109080. (JCR一区)

[2]Fu, Y. X., Xiong, W., Jiang, C.（通讯作者）, Ye, J. S. Theoretical and numerical analysis of shear capacity of strengthened RC T-beams using hybrid bonded CFRP strips [J]. Structural Engineering International, 2025, 1-12. (JCR三区)

[3]Jiang, C., Xiong, W., Fu, Y. X., Ye, J. S. Experimental study on the interfacial bond behavior between CFRP and concrete using the hybrid bonding technique[J]. Construction and Building Materials, 2024, 419, 135477. (JCR一区)

[4]Jiang, C., Xiong, W., Cai, C. S., Zhou, X. Y., Zhu, Y. C., Zhu, Y. J. Parametric study on fatigue behavior of steel friction connections in shear[J]. Journal of Constructional Steel Research, 2023, 207, 107951. (JCR一区)

[5]He, X. Y., Wu, C., Wang, R. G., Wei, L. Y., Jiang, C（通讯作者）. Buckling behavior of orthotropic steel deck stiffened by slender bulb flats for large span bridges[J]. Thin-Walled Structures, 2023, 188, 110797. (JCR一区)

[6]Jiang C, Xiong W^*, Wang Z, et al. Transverse connectivity and durability evaluation of hollow slab bridges using surface damage and neural networks: field test investigation[J]. Applied Sciences, 2023, 13(8): 4851. (JCR二区)

[7]Jiang, C., Xiong, W., Cai, C. S., Zhou, X. Y., Zhu, Y. J. Corrosion effects on the fatigue performance of high-strength bolted friction connections[J]. International Journal of Fatigue, 2023, 168, 107392. (JCR一区)

[8]He, X. Y., Wu, C., Wang, R. G., Wei, L. Y., Jiang, C（通讯作者）. Experimental study on buckling behavior of orthotropic steel deck with slender open ribs for large span suspension bridges[J]. Journal of Constructional Steel Research, 2023, 201, 107681. (JCR一区).

[9]Jiang, C., Xiong, W., Cai, C. S., Zhu, Y. J., Liu, Z. X. Experimental study on the shear behavior of friction connections with corrosion damage[J]. Journal of Constructional Steel Research, 2022, 197, 107449. (JCR一区)

[10]Jiang, C., Xiong, W., Cai, C. S., Zhou, L. Y., Zhu, Y. C. Fatigue assessment of fillet weld in steel bridge towers considering corrosion effects[J]. Engineering Failure Analysis, 2023, 143, 106901. (JCR一区)

[11]Jiang, C., Xiong, W., Cai, C. S., Zhu, Y. C., Wang, J. Preload loss of high-strength bolts in friction connections considering corrosion damage and fatigue loading[J]. Engineering Failure Analysis, 2022, 137, 106416. (JCR一区)

[12]Jiang C, Wu C, Cai C S^*, Jiang X, Xiong W. Corrosion fatigue analysis of stay cables under combined loads of random traffic and wind[J]. Engineering Structures, 2020, 206: 110153. (JCR一区)

[13]Jiang C, Wu C, Cai C S^*, Xiong W. Fatigue analysis of stay cables on the long-span bridges under combined action of traffic and wind[J]. Engineering Structures, 2020, 207: 110212. (JCR一区)

[14]Jiang C, Wu C, Jiang X^*. Experimental study on fatigue performance of corroded high-strength steel wires used in bridges[J]. Construction and Building Materials, 2018, 187: 681-690. (JCR一区)

[15]Shi X.J., Liu, Z.X., Guo, T., Cai, C. S., Jiang, C. Investigation on contact stress calculation method of spherical hinge structures for swivel construction[J]. Structures, 2024, 69: 107290. (JCR一区)

[16]Xiong W, Jiang, C., Wang T, Wang R, Zhou X. Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability[J]. Journal of Bridge Engineering, 2024, 29(3): 04024003. (JCR二区)

[17]Zhu, Y. C., Zheng, Y. W., Xiong, W., Li, J. X., Cai, C. S., Jiang, C. Online Bridge Structural Condition Assessment Based on the Gaussian Process: A Representative Data Selection and Performance Warning Strategy[J]. Structural Control and Health Monitoring, 2024: 5579734. (JCR一区)

[18]Yan, J., Xiong, W., Jiang, C., Zhang, J. Q. Shear capacity prediction method of the UHPC multi-keyed epoxy joints considering the effect of shear stress non-uniform distribution[J]. Structures. 2024, 60, 105926. (JCR一区)

[19]Zhou, L., Jiang, C., Wan, S.^*. Realization of low-frequency stop band in Timoshenko beam with periodic IDVAs[J]. Modern Physics Letters B, 2022: 2250139. (JCR二区)

[20]Su, H., Su, Q. T., Casas, J. R., Xu, C., Tang, J., Jiang, C. Influence mechanism of Steel-concrete interlayer partial shear connections on mechanical properties of composite girders[J]. Structures, 2022, 46, 503-520. (JCR一区)

[21]Zhou, X., Wang, N. W., Gao, K.^*, Natarajan, S., Xiong, W., Jiang, C., Cai, C. S. Bounds of mechanical properties of fibre reinforced polymer composites with hybrid random and interval uncertainties[J]. Thin-Walled Structures, 2023, 182: 110158. (JCR一区)

[22]Zhou, X., Qian, S.^*, Wang, N., Wu, W., Jiang, C., Cai, C. S., Gosling P. A multiscale uncertainty propagation method for dynamic analysis of laminated FRP composite plates with hybrid random and interval uncertainties[J]. Composite Structures, 2023: 117223. (JCR一区)

注重对员工科研探索主动性与国际化的培养。欢迎具有土木、交通运输工程等背景，对桥梁钢结构、桥梁智慧运维感兴趣的员工报考。