纵向课题：

1.   国家自然科学基金面上项目，海洋环境不锈钢螺栓连接节点力学性能劣化机理与寿命预测，2024-2027，主持

2. 国家自然科学基金青年项目，不锈钢螺栓及其连接件疲劳性能与累计损伤机理研究，2021-2023，主持

3.   中央高校基本科研业务经费，不锈钢螺栓连接组合结构疲劳性能研究，2021-2022，主持

4.   中央高校基本科研业务经费，基于深度特征融合计算机视觉的桥梁智能建造，2022-2023，主持

横向课题：

1.   中交公路规划设计院有限公司，高抗疲劳、超耐腐蚀、强度匹配的锚固体系研发咨询服务，2023-2024，主持

2. 中交公路规划设计院有限公司，基于AASHTO体系的公路桥梁设计指南（钢结构），2022-2023，主持

产学研教改：

1.   教育部产学研协同育人项目，上海同豪土木工程咨询有限公司，2021-2022，主持

2.   教育部产学研协同育人项目，东华测试，2023-2024，主持

3.   东南大学品牌专业教改，桥梁结构力学，2020，主持

4.   东南大学教学改革研究与实践项目，新工科背景下《桥梁计算机辅助设计》产教融合课程改革，2023-2024，主持

[1]   Bradford, M. A., Liu, X.,Chen, C., Wang, J. (2023). Finite element modelling of lattice angle steelstructures exposed to wildland fires. Structures, 56, 104901.

[2]   Zhou, Y., Uy, B., Wang, J.,Li, D., Liu, X. (2021). Behaviour and design of stainless steel shearconnectors in composite beam. Steel and Composite Structures, 46(2), 175-193

[3]   Li, D., Uy, B., Wang, J.,Song, Y. (2022). Assessment of titanium alloy bolts for structuralapplications. Steel and Composite Structures, 42(4), 553-568.

[4]   Song, Y., Uy, B., Li, D.,& Wang, J. (2022). Ultimate behaviour and rotation capacity of stainlesssteel end-plate connections. Steel and Composite Structures, 42(4), 569-590.

[5]   Nguyen, T. T., Thai, H. T.,Li, D., Wang, J., Uy, B., Ngo, T. (2022). Behaviour and design of eccentricallyloaded CFST columns with high strength materials and slender sections. Journalof Constructional Steel Research, 188, 107004.

[6]   Liu, X., Bradford, M., Wang,J. (2022). Load-slip behaviour of single-leg bolted angle steel connections atelevated temperatures. Structures, 43, 1018-1041.

[7]   Jiang, C., Xiong, W., Cai, C.S., Zhu, Y., Wang, J. (2022). Preload loss of high-strength bolts in frictionconnections considering corrosion damage and fatigue loading. EngineeringFailure Analysis, 137, 106416.

[8]   Zhou, Y., Uy, B., Wang, J.,Li, D. (2021). Behaviour and design of welded stainless steel beams withcompact sections under flexure and shear. Journal of Constructional SteelResearch, 187, 106996.

[9]   Li, D., Paradowska, A., Uy,B., Wang, J., Proust, G., Azad, S. K., Huang, Y. (2021). Residual stressmeasurements of lean duplex stainless steel welded sections. Journal ofConstructional Steel Research, 186, 106883.

[10] Zhou, Y., Uy, B., Wang, J.,Li, D., Huang, Z., Liu, X. (2021). Behaviour and design of stainlesssteel-concrete composite beams. Journal of Constructional Steel Research, 185,106863.

[11] Song, Y., Wang, J., Uy, B.,Li, D. (2021). Behaviour and design of stainless steel-concrete compositebeam-to-column joints. Journal of Constructional Steel Research, 184, 106800.

[12] Huang, Z., Uy, B., Li, D.,Wang, J. (2020). Behaviour and design of ultra-high-strength CFST memberssubjected to compression and bending. Journal of Constructional Steel Research,175, 106351.

[13] Li, D., Uy, B., Wang, J.,Song, Y. (2020). Behaviour and design of high-strength Grade 12.9 bolts undercombined tension and shear. Journal of Constructional Steel Research, 174,106305.

[14] Song, Y., Wang, J., Uy, B.,Li, D. (2020). Stainless steel bolts subjected to combined tension and shear:Behaviour and design. Journal of Constructional Steel Research, 170, 106122.

[15] Wang, J., Uy, B., Li, D.,Song, Y. (2020). Fatigue behaviour of stainless steel bolts in tension andshear under constant-amplitude loading. International Journal of Fatigue, 133,105401.

[16] Song, Y., Wang, J., Uy, B.,Li, D. (2020). Experimental behaviour and fracture prediction of austeniticstainless steel bolts under combined tension and shear. Journal ofConstructional Steel Research, 166, 105916.

[17] Li, D., Paradowska, A., Uy,B., Wang, J., Khan, M. (2020). Residual stresses of box and I-shaped columnsfabricated from S960 ultra-high-strength steel. Journal of Constructional SteelResearch, 166, 105904.

[18] Li, D., Uy, B., Wang, J.,Song, Y. (2020). Behaviour and design of Grade 10.9 high-strength bolts undercombined actions. Steel and Composite Structures, 35(3), 327-341.

[19] Wang, J., Uy, B., Li, D.,Song, Y. (2020). Progressive collapse analysis of stainless steel compositeframes with beam-to-column endplate connections. Steel and Composite Structures,36(4), 427-446.

[20] Li, D., Uy, B., Wang, J.(2019). Behaviour and design of high-strength steel beam-to-column joints. Steeland Composite Structures, 31(3), 303-317.

[21] Wang, J., Uy, B., Li, D.(2019). Behaviour of large fabricated stainless steel beam-to-tubular columnjoints with extended endplates. Steel and Composite Structures, 32(1), 141-156.

[22] Wang, J., Uy, B., Li, D.(2019). Initial stiffness and moment capacity assessment of stainless steelcomposite bolted joints with concrete-filled circular tubular columns. Steel andComposite Structures, 33(5), 681-697.

[23] Waqas, R., Uy, B., Wang, J.,Thai, H. T. (2019). In-plane structural analysis of blind-bolted compositeframes with semi-rigid joints. Steel and Composite Structures, 31(4), 373-385.

[24] Song, Y., Uy, B., Wang, J.(2019). Numerical analysis of stainless steel-concrete composite beam-to-columnjoints with bolted flush endplates. Steel and Composite Structures, 33(1),143-162.

[25] Wang, J., Uy, B., Thai, H. T.,Li, D. (2018). Behaviour and design of demountable beam-to-column compositebolted joints with extended end-plates. Journal of Constructional SteelResearch, 144, 221-235.

[26] Li, D., Wang, J., Uy, B.,Aslani, F., Patel, V. (2018). Analysis and design of demountable circular CFSTcolumn-base connections. Steel and Composite Structures, 28(5), 559-571.

[27] Wang, J., Uy, B., Li, D.(2018). Analysis of demountable steel and composite frames with semi-rigidbolted joints. Steel and Composite Structures, 28(3), 363-380.

[28] Wang, J., Zhu, H., Uy, B.,Patel, V., Aslani, F., Li, D. (2018). Moment-rotation relationship ofhollow-section beam-to-column steel joints with extended end-plates. Steel andComposite Structures, 29(6), 717-734.

[29] 王佳, 刘玉擎, 黄李骥, (2016), 高强度钢加劲板焊接残余应力测试及分析, 工程力学, 33(6), 242-249.

[30] 肖维思, 王佳, 刘玉擎, 黄李骥,(2016), 高强度U肋加劲钢板残余应力测试及模拟分析, 同济大学学报(自然科学版), 44(11), 1645-1652.

[1]   一种多相机拍摄的疲劳裂纹三维测量系统和方法, CN112985303B

[2]   残余应力测定用钻孔仪器, CN203772455U

[3]   一种全体内预应力的波折钢腹板组合箱梁, CN203411890U

[4]   一种双腹预应力纤维增强复合材料-混凝土组合梁, CN203768791U

2015.09-2018.12，澳大利亚新南威尔士大学，土木与环境工程学院，博士（导师：Scientia Prof.Brian Uy，澳大利亚技术科学与工程院院士）

2012.09-2015.06，同济大学，土木学院桥梁工程系，硕士（导师：刘玉擎教授）

2008.09-2012.06，湖南大学，土木工程学院，学士

2020.12-至今，东南大学交通学院桥梁工程系，副研究员

2018.09-2020.11，澳大利亚悉尼大学土木工程学院，研究助理（合作导师：Scientia Prof. Brian Uy，澳大利亚技术科学与工程院院士）