戚家南，男，博士，副教授，博士生导师，全球前2%顶尖科学家，江苏省科技副总，东南大学“至善青年学者”，《Journal of Railway Science and Technology》、《中国公路学报》、《铁道科学与工程学报》、《中南大学学报（自然科学版）》、《西南交通大学学报》、《长安大学学报（自然科学版）》、《工程科学与技术》青年编委，世界交通运输大会（WTC）技术委员会委员，南京土木建筑学会理事，中国硅酸盐学会混凝土与水泥制品分会“混凝土青年论坛（常设）”指导委员会/学术委员会委员，国家自然科学基金函评评审专家，教育部学位中心学位论文评议专家，中国教育发展战略学会评审专家。2016年1月至2017年1月在美国田纳西大学Z John Ma教授课题组进行合作研究。获省部级一等奖2项、二等奖2项，国家级学会一等奖3项，江苏十大科技进展奖1项。

主要从事UHPC“材料-结构”设计理论与工程应用、人工智能在UHPC桥梁中的应用、混凝土及预应力混凝土结构、高性能组合结构体系及理论、机制砂混凝土制备与应用技术、桥梁智能建造等研究。主持国家自然科学基金、江苏省自然科学基金等科研项目14项，参与国家自然科学基金重点项目、国家重点研发计划项目、南京长江五桥、南京长江大桥等纵/横向科研项目20余项。主持东南大学教改项目1项、本科学科交叉毕业设计（论文）团队培育项目1项、本科生优秀团队毕业设计（论文）培育计划项目1项。

ASCE、ACI和中国公路学会会员，ASCE Journal of Structural Engineering、ASCE Journal of Bridge Engineering、Construction and Building Materials、Engineering Structures、《土木工程学报》、《建筑结构学报》、《中国公路学报》等40余个期刊审稿人。发表SCI论文50篇（ESI高被引论文1篇），EI论文14篇（F5000论文1篇）。获《中国公路学报》优秀青年编委称号。授权国家发明专利12项。

《中国公路学报》青年编委、《中南大学学报（自然科学版）》青年编委、《西南交通大学学报（自然科学版）》、《长安大学学报（自然科学版）》、《工程科学与技术》青年编委，世界交通运输大会（WTC）技术委员会委员，南京土木建筑学会理事，中国硅酸盐学会混凝土与水泥制品分会“混凝土青年论坛（常设）”指导委员会/学术委员会委员，国家自然科学基金函评评审专家，教育部学位中心学位论文评议专家，中国教育发展战略学会评审专家。

·       本科生：桥梁工程、梁桥课程设计、形势与政策、劳动教育与实践

·       研究生：土木工程结构设计（东南大学课程思政示范课）

·         国家自然科学基金面上项目, 52378136, “考虑界面效应的UHPC梁桥受剪裂后解析模型与性能预测理论”, 2024.01-2027.12, 50万（主持，在研）

·         国家自然科学基金青年项目, 51908122，“无腹筋UHPC梁桥剪切疲劳失效机理与计算理论”, 2020.01-2022.12, 25万（主持，结题）

·         江苏省自然科学基金青年项目, BK20200377，“无腹筋超高性能混凝土梁桥剪切疲劳性能及设计理论”, 2020.07-2023.06, 20万（主持，结题）

·         山区桥梁及隧道工程国家重点实验室开放基金, SKLBT-ZD2203, “山区条件下轻型UHPC预应力π梁结构体系研发与失效机理”, 2023.09-2025.08, 15万（主持，在研）

·         上海复培新材料科技有限公司, “乌鲁木齐市钢箱梁桥铺装中超高性能混凝土（UHPC）的研究与应用”, 2021.01-2022.03, 38万（共同主持，结题）

·         中铁九局科技研发项目，JSZX202105-01，“中铁九局集团苏州地铁6号线可行性研究”，2021.06-2023.06, 40万（主持，结题）

·         东南大学至善青年学者项目, 3205002005A3, “无腹筋超高性能梁剪切疲劳计算方法研究”, 2020.01-2022.12, 30万（主持，结题）

·         中国交通建设股份有限公司院士专项项目, YSZX-01-2022-02-B, “粗骨料活性粉末混凝土（CA-RPC）轻量化桥梁结构研发与应用示范”, 2022.07-2024.12, 400万（课题负责人，在研）

·         东南大学桥梁研究中心创新项目, BERC-1-1, “UHPC高性能桥梁结构理论及工业化建造技术”, 2022.01-2024.12, 180万（课题负责人，在研）

·         安徽省交通勘察设计院有限公司, AHJKY-2022-01, 引江济淮工程（安徽段）桥梁文化提升及应用科学研究, 2021.12-2025.12, 370万元（参与，在研）

·         中国水利水电第一工程局有限公司, 8505009193, “地铁车站超长型基坑支护设计标准化研究”, 2023.03-2024.12, 30万（参与，在研）

·         国家自然科学基金高铁联合基金, U1934205, “高速铁路大跨UHPC桥梁材料-结构设计理论与新体系研究”, 2020.01-2023.12, 231万（参与，结题）

·         中铁第四勘察设计院集团有限公司, 8512008540, “超大直径盾构隧道内部结构与防火材料一体化研究”, 2021.09-2022.07, 120万（参与，结题）

·         中国交通建设股份有限公司科技研发项目, 2018-ZJKJ-02, “智能桥梁技术研究与应用（一期）”, 2018.07-2021.06, 1000万（参与，结题）

·         “十三五”装备预研共用技术项目, 41424030109, “******毁伤机理研究”, 2018.01-2020.12, 175万（参与，结题）

·         中国铁路总公司科技研发项目, 2017G006-C, 基于BIM的铁路工程节段预制拼装式桥墩关键技术研究, 2017.09-2020.12, 50万（参与，结题）

·         “十三五”国家重点研发计划课题, 2017YFC0703402, “高性能组合结构城市桥梁研发及应用示范”, 2017.07-2020.06, 271万（参与，结题）

·         国家自然科学基金重点项目, 51438003, “生态纳米超高性能混凝土的制备与应用基础”, 2015.01-2019.12, 370万（参与，结题）

·         国家自然科学基金面上项目, 51678140, “FRP型材-混凝土板桁组合梁节点连接静力失效与疲劳断裂机理研究”, 2016.01-2019.12, 62万（参与，结题）

·         南京长江大桥公路桥维修改造科研项目, 201727002, “南京长江大桥公路桥维修改造工程关键技术研究”, 2017.04-2018.08, 26万（参与，结题）

·         南京长江第五大桥UHPC桥面板科研项目, 8505001327, “南京长江第五大桥UHPC桥面板结构试验研究”, 2016.08-2020.12, 48万（参与，结题）

·         国家科技支撑计划, 2011BAJ09B02, “新型城市组合结构桥梁经时行为与动力性能研究”, 2012.01-2015.12, 73万（参与，结题）

·         江苏省交通科学研究计划项目, 2009Y12, “预应力混凝土箱梁桥抗剪设计方法及腹板裂缝控制”, 2009.08-2012.12, 120万（参与，结题）

[1]      Qi J, Chen H, Du J, Li L, Chen X, Yao Y, Wang J. (2025). Post-cracking shear behaviour of high-strength-steel π-shaped UHPC beams without stirrups. Structural Concrete, 26: 5233-5248.

[2]      Qi J, Jiao Y, Liu C, Wang J. (2025). Flexural performance of ultra-high performance concrete beams produced with granite manufactured sand. Advances in Structural Engineering, 28(8): 1348-1362.

[3]      Chen H, Qi J*, Li L, Yao Y, Wang J. (2025). Development and shear test of small and medium span UHPC π-Bridges in China. Engineering Structures, 326: 119548.

[4]      Zou W, Qi J*, Cheng H, Li Z, Du Y, Wang J. (2025). An ANN-powered explicit model for predicting shear capacity of studs in steel-UHPC composite structures. Structures, 79: 109541.

[5]      Jiao Y, Qi J, Liu C, Wang J. (2025). Flexural response of UHPC beams produced with manufactured sand as alternatives for natural river sand: experiment and theory. International Journal of Civil Engineering,23:1959-1974.

[6]      Meza-de Luna A, Salinas Gutierrez R, Cunha VMCF, Qi J. (2025). Mechanical characterization of SFRC with annealed and galvanized steel fibers by different test typologies. Structural Concrete, 26: 605-620.

[7]      Jiao Y, Wang J, Xu Q, Qi J, Yao Y. (2025). Experimental study on early-age autogenous shrinkage and shrinkage induced stress of CA-UHPC under uniaxial restrained condition: effects of coarse aggregate size and steel fiber volume fraction. Construction and Building Materials, 482: 141236.

[8]      Jiao Y, Wang J, Xu Q, Qi J, Yao Y. (2025). Early-age properties, shrinkage induced stress and cracking risk of ultra-high performance concrete with coarse aggregate under uniaxial restrained condition. Journal of Advanced Concrete Technology, 23(1): 1-21.

[9]      Wu G, Yang K, Zhang H, Hu Y, Qi J, Lu C, Wang J, Yao Y. (2025). Flexural performance of cracked UHPC under the coupled actions of sustained loading and corrosive environments. Journal of Materials in Civil Engineering, 37(12): 04025467.

[10]   Wu X, Ke L, Feng Z, Li C, Qi J, Yoo DY. (2025). Effects of loading rate and inclination angle on interfacial bond performance between surface-modified steel fiber and UHPC matrix. Journal of Building Engineering, 107: 112759.

[11]   Chen R, Zhou J, Yang J, Zou Y, Qi J, Cucuzza R, Zhang Z. (2025). Role of overlay property and curing method on the slant shear bond performance between UHPC and stone substrate. Structures, 73: 108385.

[12]   Yao Y, Wu G, Yang K, Zhang H, Qi J, Hu Y, Wang J, Zhou H. (2025). Tensile performance of pre-cracked UHPC under the coupled actions of sustained loading and corrosive media. Cement and Concrete Composites, 157, 105915.

[13]   Ke L, Han B, Chen Z, Feng Z, Qi J, Yoo DY. (2025). Failure criteria and stress-strain constitutive envelope surfaces for UHPFRC with different volume fractions of steel fibers under triaxial compression. Engineering Structures, 330: 119856.

[14]   Tan Y, Huang C, Lu K, Wang J, Xu Q, Qi J, Cheng Z. (2025). Improvements of steel-CA-UHPC composite wet joints in bridge deck system on resistance to negative bending moments static and fatigue tests. Advances in Structural Engineering.

[15]   Qi J, Zou W, Liu J, Li S, Wang J. (2024). Shear strength damage model and damage removal FE modeling of stud shear connectors embedded in UHPC. Composite Structures, 331: 117880.

[16]   Qi J, Zou W, Du Y, Cheng Z, Li S, Li M, Wang J, Bao Y. (2024). Stud-concrete interactional model of shear connectors in steel-concrete composite structures. Structures, 70: 107736.

[17]   Li H, Wang W, Gao C, Li S, Wang J, Qi J. (2024). Shape memory alloy-reinforced UHPC tube confined bridge piers for enhancing the seismic resistance of highway bridges. Engineering Structures, 302: 117411.

[18]   Zhou K, Qi J*, Wang J. (2023). Post-cracking punching shear behavior of concrete flat slabs partially reinforced with full-depth UHPC: experiment and mechanical model. Engineering Structures, 275: 115313.

[19]   Zhang Q, Feng Y, Cheng Z, Jiao Y, Cheng H, Wang J, Qi J*. (2022). Large-scale testing and numerical study on an innovative dovetail UHPC joint subjected to negative moment. Computers and Concrete, 30(3): 175-183.

[20]   Li Z, Qi J*, Hu Y, Wang J. (2022). Estimation of bond strength between UHPC and reinforcing bars using machine learning approaches. Engineering Structures, 262: 114311.

[21]   Li X, Lu X, Qi J, Bao Y. (2022). Flexural behavior of fire-damaged concrete beams repaired with strain-hardening cementitious composite. Engineering Structures, 261: 114305.

[22]   Du L, Qi J*, Cheng Z, Wang J. (2022). Finite element modeling of UHPC slabs with dovetail joints and steel wire mesh using an innovative interfacial treating method. Structures, 37: 745-755.

[23]   Qi J, Cheng Z, Ma ZJ, Wang J, Liu J. (2021). Bond strength of reinforcing bars in ultra-high performance concrete: experimental study and fiber-matrix discrete model. Engineering Structures, 248: 113290.

[24]   Qi J, Cheng Z, Zhou K, Zhu Y, Wang J, Bao Y. (2021). Experimental and theoretical investigations of UHPC-NC composite slabs subjected to punching shear-flexural failure. Journal of Building Engineering, 44: 102662.

[25]   Qi J, Yao Y, Wang J, Han F, Lv J. (2021). Effect of sand grain size and fiber size on macro-micro interfacial bond behavior of steel fibers and UHPC mortars. Magazine of Concrete Research, 73(5): 228-239.

[26]   Hu Y, Zhao G, He Z, Qi, J, Wang J. (2020). Experimental and numerical study on static behavior of grouped large-headed studs embedded in UHPC. Steel and Composite Structures, 36(1): 103-118.

[27]   Ding X, Hao J, Chen Z, Qi J, Marco M. (2020). New mix design method for recycled concrete using mixed source concrete coarse aggregate. Waste and Biomass Valorization, 11: 5431-5443.

[28]   Qi J, Cheng Z, Wang J, Zhu Y, Li W. (2020). Full-scale testing on the flexural behavior of an innovative dovetail UHPC joint of composite bridges. Structural Engineering and Mechanics, 75(1): 49-57.

[29]   Qi J, Tang Y, Cheng Z, Xu R, Wang J. (2020). Static behavior of stud shear connectors with initial damage in steel-UHPC composite bridges. Advances in Concrete Construction,9(4): 413-421.

[30]   Tang Y, Du E, Wang J, Qi J*. (2020). A co-rotational curved beam element for geometrically nonlinear analysis of framed structures. Structures, 27: 1202-1208.

[31]   Feng Y, Qi J, Wang J, Zhang W, Zhang Q. (2020). Rotation construction of heavy swivel arch bridge for high-speed railway. Structures, 26: 755-764.

[32]   Qi J, Cheng Z, Wang J, Tang Y. (2020). Flexural behavior of steel-UHPFRC composite beams under negative moment. Structures, 24: 640-649.

[33]   Qi J, Ma ZJ, Wang J, Bao Y. (2020). Post-cracking shear behaviour of concrete beams strengthened with externally prestresssed tendons. Structures,23: 214-224.

[34]   Ding X, Qi J, Fang W, Chen M, Chen Z. (2020). Improvement on properties of recycled concrete with coarse ceramic vase aggregates using KH-550 surface treating technology. European Journal of Environmental and Civil Engineering, 24(1): 1-16.

[35]   Qi J, Wang J, Zhang Z, Li W, Hu Y. (2020). Flexural behavior of an innovative dovetail UHPC joint using steel wire mesh interface treatment in composite bridges. Advances in Structural Engineering,23(6): 1142-1153.

[36]   Qi J, Bao Y, Wang J, Li L, Li W. (2019). Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment. Engineering Structures, 200: 109716.

[37]   Feng Y, Qi J, Wang J, Liu J, Liu J. (2019). Flexural behavior of the innovative CA-UHPC slabs with high and low reinforcement ratio. Advances in Materials Science and Engineering, 2019: 6027341.

[38]   Qi J,Hu Y, Wang J, Li W. (2019). Behavior and strength of headed stud shear connectors in ultra-high performance concrete of composite bridges. Frontiers of Structural and Civil Engineering, 13(5): 1138-1149.

[39]   Qi J, Wang J, Feng Y. (2019). Shear performance of an innovative UHPFRC deck of composite bridge with coarse aggregate. Advances in Concrete Construction, 7(4): 219-229.

[40]   Qi J, Ding X, Wang Z, Hu Y. (2019). Shear strength of fiber-reinforced high-strength steel ultra-high-performance concrete beams based on refined calculation of compression zone depth considering concrete tension. Advances in Structural Engineering, 22(8): 2006-2018.

[41]   Wang J, Qi J, Teng T, Xu Q, Xiu H. (2019). Static behavior of large stud shear connectors in steel-UHPC composite structures. Engineering Structures, 178: 534-542.

[42]   Wang Z, Wang J, Qi J. (2019). Explicit analytical model for seismic shear strength of RC bridge columns with different failure modes. Magazine of Concrete Research, 71(18): 935-948.

[43]   Qi J, Wu Z, Ma ZJ, Wang J. (2018). Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles. Construction and Building Materials, 191: 764-774.

[44]   Wang J, Xu Q, Yao Y, Qi J, Xiu H. (2018). Static behavior of grouped large headed stud-UHPC shear connectors in composite structures. Composite Structures, 206: 202-214.

[45]   Qi J, Wang J, Ma ZJ. (2018). Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: experiment and theory. Structural Concrete, 19(3): 719-734.

[46]   Qi J, Ma ZJ, Wang J. (2017). Shear strength of UHPFRC beams: mesoscale fiber-matrix discrete model. ASCE Journal of Structural Engineering, 143(4): 04016209.

[47]   Qi J, Wang J, Li M, Chen L. (2017). Shear capacity of stud shear connectors with initial damage: experiment, FEM model and theoretical formulation. Steel and Composite Structures, 25(1): 79-92.

[48]   Qi J, Wang J, Ma ZJ, Teng T. (2016). Shear behavior of externally prestressed concrete beams with draped tendons. ACI Structural Journal, 113(4): 677-688.

[49]   Qi J, Ma ZJ, Wang J, Liu T. (2016). Post-cracking shear strength and deformability of HSS-UHPFRC beams. Structural Concrete, 17(6): 1033-1046.

[50]   Wang J, Qi J, Zhang J. (2014). Optimization method and experimental study on the shear strength of externally prestressed concrete beams. Advances in Structural Engineering, 17(4): 607-615.

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[53]   胡张莉, 刘加平, 赵羽习, 赵海涛, 戚家南, 王育江, 韩方玉, 金鸣. 数据驱动的混凝土材料-结构一体化设计[J]. 建筑结构学报, 2024, 45(8): 20-33.

[54]   胡玉庆, 戚家南, 陈东, 崔冰, 王景全. 考虑纤维桥接退化的钢筋UHPC梁受弯承载能力计算方法[J]. 中国公路学报, 2024, 37(7):168-178.

[55]   戚家南, 邹伟豪, 李智杰, 程杭, 程钊, 邹星星, 王景全. 数据驱动的UHPC与钢筋界面黏结强度研究[J]. 中国公路学报, 2023, 36(9): 61-72.

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[57]   戚家南, 程杭, 邹伟豪, 王景全. 负弯矩作用下UHPC湿接缝桥面板裂后性能研究[J]. 湖南大学学报(自然科学版), 2022, 49(11): 57-66.

[58]   李仁强, 戚家南*, 衣忠强, 王贤强, 程杭, 王景全. 考虑预应力提高效应的混凝土梁抗剪承载力[J]. 东南大学学报(自然科学版), 2022, 52(3): 455-460.

[59]   戚家南, 王景全, 周凯, 刘建忠, 李文超. UHPC梁受剪性能试验与抗剪承载力计算方法[J]. 中国公路学报, 2020, 33(7): 95-103.

[60]   王景全,戚家南*, 刘加平. 基于细观本构模型的UHPC梁受弯全过程分析[J]. 建筑结构学报, 2020, 41(9): 137-144.

[61]   戚家南, 王景全. 考虑翼缘影响的钢筋混凝土T梁抗剪承载力[J]. 东南大学学报(自然科学版), 2019, 49(4): 638-644.

[62]   王震, 王景全, 戚家南. 钢管混凝土组合桥墩变形能力计算模型[J]. 浙江大学学报, 2016, 50(5): 864-870.

[63]   戚家南,王景全, 吕志涛. 体外预应力混凝土梁受剪承载力计算方法研究[J]. 建筑结构学报, 2015, 36(1): 92-97.

[64]   王景全,戚家南. 有腹筋与无腹筋钢筋混凝土梁抗剪承载力统一计算方法[J]. 土木工程学报, 2013, 46(7): 47-57.