博士，现任英国正版365官方网站土木学院桥梁与隧道工程系副教授，博士生导师

2009年获得英国正版365官方网站结构工程专业本科学位，2012年获英国正版365官方网站桥梁工程方向硕士学位，2016年获得University of Pittsburgh (PA, USA) 博士学位, 2017年在IDC Engineers（CA，USA）担任助理工程师。2017年12月开始在英国正版365官方网站从事桥梁和结构工程方向的科研教学工作。

已在ASCE Journal of Bridge Engineering、ASCE Journal of Materials in Civil Engineering 、ACI Structural Journal、Structure and Infrastructure Engineering、ASME Journal of Applied Mechanics、Engineering Structures、 Construction and Building Materials等国内外学术期刊上发表论文二十余篇，并担任多个知名期刊审稿人。

本科生课程：桥梁工程（大三）、桥梁抗震与抗风（大四）

指导ASCE美国大学生土木工程竞赛

纵向课题：

• 国家自然科学基金面上项目，复杂服役环境下的预应力UHPC梁桥时变演化机理及长期性能预测研究，2024/01-2027/12，在研，主持

• 国家自然科学基金青年项目，基于细观尺度时变模型的大跨度PC 桥长期下挠开裂耦合分析，2019/01-2021/12，主持

• 江苏省自然科学基金青年项目，BK20180389，基于混凝土宏细观徐变分析的大跨度 PC 梁桥长期下挠和开裂机理研究，2019/01-2021/12，主持

• 国家重点研发计划，2019YFE0119800，基于可恢复性的装配式桥梁全生命周期抗震性能研究，2020/12-2023/08，参与

• 江苏省双创博士（2018年5月），主持

• 英国正版365官方网站至善学者（2020-2022），主持

工业界课题：

• 表观病害驱动的PC箱梁桥服役性能推断及数字化管养体系研究，安徽交规院

• 大跨径索承结构钢桥防腐维修装备研发，现代路桥

• 中小跨径桥梁PUC材料无缝伸缩技术研究项目，山东高速集团

• 高速公路改扩建工程桥梁与沥青路面减碳技术研究，山东高速集团

• 超高钢管混凝土杆塔关键技术及服役状态智能评价，国网江苏建设分公司

• 公路水运工程装配式建造指南研究，华设设计集团

• 基于全寿命周期的空间拱桥安全分析与控制技术研究，中建路桥

• 桥梁结构健康监测技术与管理平台研究，北极星交通产业集团

• 公路水运工程装配式建造指南研究，华设设计集团

• 基于全寿命周期的空间拱桥安全分析与控制技术研究，中建路桥

• 钢管混凝土长期服役性能研究及密实度控制，国网江苏建设分公司

• 桥梁下部结构装配式设计关键技术，江苏省交通运输科技项目，华设设计集团

• 桥梁结构健康监测技术与管理平台研究，北极星交通产业集团

• 等其他工业界课题40余项

Tong, T., Yue, M., Wu, S., Wang, X., Li, X., & Li, J. (2026, May). Seismic performance and modeling strategy of precast UHPC and NC hollow piers after chloride corrosion. In Structures (Vol. 87, p. 111398). Elsevier.

Tong, T., Ren, X., Li, J., Li, X., Wang, H., & Wang, X. (2026). A comprehensive study on the effects of chloride corrosion on hysteretic behaviors of thin-walled cast-in-place and precast hollow piers. Bulletin of Earthquake Engineering, 1-33.

Wu, S., Tong, T.*, Li, P., Yue, M., & Liu, Z. (2026). Long-term performance of a PC bridge retrofitted with external tendons: in-situ measurement and numerical study. Structure and Infrastructure Engineering, 1-17.

Tong, T., Zhao, C., Wu, S., Li, J., & Liu, Z. (2025). Lessons from time-dependent deflection in record span prestressed concrete bridges. Scientific Reports, 15(1), 39446.

Tong, T., Li, X., Li, P., Li, L., & Li, H. (2025, September). Bayesian inference for long-term reliability analysis of large-scale PC bridges utilizing a neural network surrogate model enhanced with asymptotic control. In Structures (Vol. 79, p. 109452). Elsevier.

Tong, T., Li, X., Wang, T., & Liu, Z. (2025, May). An experimental-numerical study of tensile behavior of reinforced-UHPC members subject to uniaxial tension. In Structures (Vol. 75, p. 108626). Elsevier.

Tong, T., Li, X., Wu, S., Wang, H., & Wu, D. (2024). Surrogate modeling for the long-term behavior of PC bridges via FEM analyses and long short-term neural networks. Structures 2024; 63: 106309.

Wu, S., Tong, T.*, Fang, Y., & Ge, F. (2024). Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures. Structure and Infrastructure Engineering, 1-16.

Tong, T., Yuan, S., Liu Z., He Z. Q., Jingquan Wang (2023). Concrete confined by UHPC materials: experiments and stress-strain model. Journal of materials in civil engineering (ASCE).

Tong, T., Yuan, S., Wang, H., Liu, Z., & Wang, J. (2022). Numerical insights on quasi-static behaviors of UHPC-NC composite members by a phase-field approach enhanced with a cohesive-frictional interface model. Composite Structures, 297, 115948.

Yuan, S., Tong, T.*, Liu, Z., & Yang, P. (2022). Explicit double-phase-field formulation and implementation for bending behavior of UHPC-NC composite beams. Journal of Building Engineering, 104802.

Zhao Liu, Haipeng Lei, Tong, T. *, Gan Lu, Precast Segmental Piers: Testing, Modeling and Seismic Assessment of an Emulative Connection based on a Grouted Central Tenon. Bulletin of Earthquake Engineering, accepted.

Tong, T. * , Improving Seismic Behaviors of Precast Segmental Piers with Bonded Prestressed Tendons. Structure and Infrastructure Engineering, accepted.

Tong, T. * , Yuan. S.Q. , Liu, Z., & Ruan, X. T. (2022). Three-Dimensional Finite Element Analyses for Cyclic Responses of Precast Segmental Bridge Piers Accounting for Bond-Slip Degradation. Structure and Infrastructure Engineering, accepted

Tong, T. * , Gradient Nonlocal Enhanced Microprestress-Solidification Theory and Its Finite Element Implementation Frontiers in Materials.

Yuan, S. , & Liu, Z. * ,  Tong, T. ,  Chung C. F. (2021). Bond behaviors between UHPC and normal-strength concrete: experimental investigation and database construction. Journal of Materials in Civil Engineering (ASCE), accepted

Tong, T. * , Wang, Y. , Yuan, S. , Brigham, J. C. , & Liu, Z. (2021). Incorporation of localizing gradient-enhanced damage model into layered membrane elements for reinforced concrete structures subject to in-plane loading. Structures, 30(4), 455-476.

Tong, T. , Wang, J. , Lei, H. , & Liu, Z. * (2021). UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling.  Structure and Infrastructure Engineering(1), 1-23.

Tong, T. *, Hua, G. , Liu, Z. , Liu, X. , & Xu, T. . (2021). Localizing gradient damage model coupled to extended microprestress-solidification theory for long-term nonlinear time-dependent behaviors of concrete structures. Mechanics of Materials, 154(8), 103713.

Tong, T.  , Yuan, S.Q., Wang, J. Q., & Zhao, L. * (2021) The role of bond strength in structural behaviors of UHPC-NC composite beams: experimental investigation and finite element modeling. Composite Structures, 255.

Tong, T. , Yuan, S. , Zhuo, W. , & Liu, Z. * (2021). Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons. Advances in Structural Engineering (5), 136943322095681.

Yuan, S. , Tong, T. , & Liu, Z. * (2020). Investigation of over-nonlocal damage and interface cohesive models for simulating structural behaviors of composite UHPC-NC members. Structures, 28.

Tong, T., Lei, H., Yuan, S.,& Liu, Z. * (2020). Experimental Investigation and Seismic Vulnerability Assessment of Low Flexural Strength Rectangular Bridge Piers Retrofitted with Ultrahigh-Performance Concrete Jackets. Engineering Structures, 206, 110132.

Tong, T. , Wang, W. , Yu, Q. , & Pan, C. * (2020). Subcritical crack growth in cementitious materials subject to chemo-mechanical deterioration: numerical analysis based on lattice model. Journal of Materials in Civil Engineering (ASCE), 32(11), 04020330.

Tong, T., Zhuo, W., Jiang, X., Lei, H., & Liu, Z. * (2019). Research on seismic resilience of prestressed precast segmental bridge piers reinforced with high-strength bars through experimental testing and numerical modelling. Engineering Structures, 197, 109335.

Tong, T., Yuan, S., Zhuo, W., He, Z., & Liu, Z.* (2019). Seismic retrofitting of rectangular bridge piers using ultra-high performance fiber reinforced concrete jackets. Composite Structures, 228, 111367.

Zhuo W, Tong T, & Liu Z* (2019). Analytical Pushover Method and Hysteretic Modeling of Precast Segmental Bridge Piers with High-Strength Bars Based on Cyclic Loading Test. Journal of Structural Engineering  (ASCE). 145(7): 04019050.

Tong, T., Su. Q-T., & Yu, Q.* (2018). The Coupled Effect of Concrete Shrinkage, Creep and Cracking on The Performance of Post-connected Prestressed Steel-concrete Composite Girders, Journal of Bridge Engineering (ASCE). 23(3), 04017145.

Sun, Z., Liu, F., Tong, T., Qi, C., & Yu, Q. (2017). Hydration of Concrete Containing Hybrid Recycled Demolition Powders. Journal of Materials in Civil Engineering (ASCE).  29(7), 04017037.

Wang, W., Tong, T., Tan, S., & Yu, Q. (2017). Subcritical Crack Growth in Cementitious Materials Subject to Chemo-mechanical Deterioration - Experimental Test Using Specimens of Negative Geometry. Journal of applied mechanics (ASME), 84(4), 041004-041004-11.

Liu, Q., Xu,Q., Yu, Q., & Tong, T. (2016). Experimental Investigation on Mechanical and Piezoresistive Properties of Cementitious Materials Containing Graphene and Graphene Oxide Nanoplatelets. Construction and Building Material, 127, 565-576.

Tong, T., Liu, Z., Zhang, J., & Yu, Q. (2016). Long-term Performance of Prestressed Concrete Bridges under The Intertwined Effects of Concrete Damage, Static Creep and Traffic-induced Cyclic Creep.  Engineering Structures, 127, 510-524.

Tong, T., Fan, Z., Liu, Q., Wang, S., Tan, S., & Yu, Q. (2016). Investigation of the effects of graphene and graphene oxide nanoplatelets on the micro-and macro-properties of cementitious materials. Construction and Building Materials, 106, 102-114.

Wendner, R., Tong, T., Strauss, A., & Yu, Q. (2015). A case study on correlations of axial shortening and deflection with concrete creep asymptote in segmentally-erected prestressed box girders. Structure and Infrastructure Engineering, 11(12), 1672-1687.

Liu, Q., Tong, T., Liu, S., Yang, D., & Yu, Q. (2014). Investigation of using hybrid recycled powder from demolished concrete solids and clay bricks as a pozzolanic supplement for cement. Construction and Building Materials, 73, 754-763.

Wang, H., Hu, R., Xie, J., Tong, T., & Li, A. (2012). Comparative study on buffeting performance of Sutong Bridge based on design and measured spectrum. Journal of Bridge Engineering (ASCE), 18(7), 587-600.

Tong, T., & Liu, Z. (2011). Comparison study of durability design for concrete bridges: Chinese-code and Eurocode. Journal of Southeast University, 27(4), 436-440.