个人简历

长期从事桥梁与隧道工程专业的教学及科研工作，主要研究新型桥梁结构、新材料在桥梁工程中的应用和桥梁结构安全性评估及加固技术。该研究领域切合广东省经济发展的关键技术领域，解决桥梁工程迫切需要解决的问题，先后获得国家自然科学基金面上项目等纵向项目研究资助，并主持多项横向科研项目，研究经费充足。在本领域ASCE Journal of Bridge Engineering等国际知名期刊发表SCI论文28篇。获广东省科学技术奖二等奖1项、广东省科学技术奖三等奖1项和广东省云浮市科学技术奖一等奖1项。
培养的8名研究生获国家奖学金，培养的1名研究生获2017年度广东省优秀研究生称号。获2018年度和2019年度广东工业大学优秀研究生导师称号。指导的大学生创新创业训练项目入选2018年全国大学生创新创业年会，指导的研究生挑战杯项目获广东省省赛一等奖。

学科领域：桥梁与隧道工程
教育背景：
1988.09-1992.07石家庄铁道学院桥梁工程系桥梁工程专业；
1992.08-1995.05西南交通大学桥梁与结构工程研究所桥梁与隧道工程专业；
1995.02-1997.12西南交通大学桥梁与结构工程系桥梁与隧道工程专业；
1998.01-1999.12湖南省湖南大学土木、水利工程博士后流动站博士后。

工作经历：
2000.01-2000.05广东省广东工业大学土木工程系副教授；
2000.05-2004.12广东省广东工业大学建设学院道桥与交通运输系副教授；
2004.12-2009.05广东省广东工业大学建设学院道桥与交通运输系教授、系主任
2009.05-2018.12 广东省广东工业大学土木与交通工程学院教授、副院长。
2019.01至今 广东省广东工业大学土木与交通工程学院教授。
主要荣誉：获2018、2019年度广东工业大学优秀研究生导师称号

主讲课程：钢桥、现代桥梁与隧道工程

科研项目：
1、国家自然科学基金面上项目（51778150）预制节段UHPC梁接缝直剪破坏机理和设计理论研究
2、广东省自然科学基金（2016A030313699）基于剪摩擦理论的预制节段混凝土梁干接缝直剪强度研究
3、广州市科技计划项目（201804010422）体外束预制节段混凝土梁抗剪破坏机理的研究

研究领域

1、新型桥梁结构分析理论与设计
2、桥梁结构安全性评估及加固技术""

近期论文

[1] Jiang H, Chao Q, Wang R, Qu Y, Li D. Effects of two admixtures on the axial compression of concrete-filled GFRP tubes. Structures and Buildings. 2020.
[2] Feng J, Liang W, Jiang H (Corresponding Author), Huang C, Zhang J. Shear performance of single-keyed dry joints between ultra-high strength concrete and high strength concrete in push-off test. Science Progress, 2020.
[3] Fang Z, Jiang H (Corresponding Author), Chen G, Dong X, Shao T. Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams. Steel and Composite Structures, 2020.
[4] Jiang H, Li Y, et al. Experimental Study on Shear Behavior of Precast Concrete Segmental Beams with Hybrid Tendons and Dry Joints. KSCE Journal of Civil Engineering, 2019, 23(10): 4354-4367
[5] Jiang H, Feng J, et al. Effect of specimen thickness and coarse aggregate size on shear strength of single-keyed dry joints in PCSBs. Structural Concrete, 2019, 20: 955-970
[6] Fang Z, Jiang H (Corresponding Author), et al. Shear-friction behavior on smooth interface between high-strength and lightweight concrete. Magazine of Concrete Research, 2019, 72(2).
[7] Chen G, Fang Z, Wang S, Jiang H, Liang H. Numerical Analysis on Shear Behavior of Joints under Low Confining and Eccentric Loads. ADV CIV ENG. 2019;2019：1-16.
[8] Jiang H, Wang S, Fang Z, Chen G, Li J. Numerical analysis on the shear behavior of single-keyed dry joints in precast high-strength concrete segmental bridges. Mathematical Biosciences and Engineering, 2019, 16(4)：3144-68.
[9] Fang Z, Jiang H, Liu A, Feng J, Chen Y. Horizontal Shear Behaviors of Normal Weight and Lightweight Concrete Composite T-Beams. INT J CONCR STRUCT M. 2018;12(1).
[10] Jiang H, Li Y, Liu A, Ma ZJ, Chen L, Chen Y. Shear Behavior of Precast Concrete Segmental Beams with External Tendons. J BRIDGE ENG. 2018;23(8).
[11] Fang Z, Jiang H, Liu A, Feng J, Li Y. Shear-friction behavior on smooth interface between high-strength and lightweight concrete. MAG CONCRETE RES. 2018：1-62.
[12] Cao Q, Jiang H, Wu Z, Ma ZJ. Experimental investigation on long term flexural performance of expansive concrete beams eccentrically reinforced by CFRP. COMPOS STRUCT. 2017;163：101-13.
[13] Guan M, Du H, Cui J, Feng W, Jiang H. Correlation of a new index with energy-based damage indices. P I CIVIL ENG-STR B. 2017;170(1)：51-66.
[14] Cao Q, Jiang H, Ma ZJ, Wang X. Effect of cabon fiber-reinforced polymer layout on mechanical properties of expansive concrete beams. J REINF PLAST COMP. 2016;35(5)：387-97.
[15] Cao Q, Jiang H, Wei R, Deng Y. Shear behavior of anchor blocks in externally prestressed concrete bridges. P I CIVIL ENG-STR B. 2016;169(9)：657-68.
[16] Guan M, Du H, Cui J, Zeng Q, Jiang H. Adjustment of minimum seismic shear coefficient considering site effects for long-period structures. J GEOPHYS ENG. 2016;13(3)：304-12.
[17] Jiang H, Cao Q, Liu A, Wang T, Qiu Y. Flexural behavior of precast concrete segmental beams with hybrid tendons and dry joints. CONSTR BUILD MATER. 2016;110：1-7.
[18] Jiang H, Chen Y, Liu A, Wang T, Fang Z. Effect of high-strength concrete on shear behavior of dry joints in precast concrete segmental bridges. STEEL COMPOS STRUCT. 2016;22(5)：1019-38.
[19] Jiang H, Fang Z, Liu A, Li Y, Feng J. Interface shear behavior between high-strength precast girders and lightweight cast-in-place slabs. CONSTR BUILD MATER. 2016;128：449-60.
[20] Jiang H, Fang Z, Ma ZJ, Fang X, Jiang Z. Shear-Friction Behavior of Groove Interface in Concrete Bridge Rehabilitation. J BRIDGE ENG. 2016;21(11).
[21] Jiang H, Wei R, Ma ZJ, Li Y, Jing Y. Shear Strength of Steel Fiber-Reinforced Concrete Dry Joints in Precast Segmental Bridges. J BRIDGE ENG. 2016;21(11).
[22] Cao Q, Jiang H, Wang H. Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders. MATH PROBL ENG. 2015.
[23] Guan M, Du H, Cui J, Zeng Q, Jiang H. Optimal ground motion intensity measure for long-period structures. MEAS SCI TECHNOL. 2015;26(10).
[24] Jiang H, Chen L, Ma ZJ, Feng W. Shear Behavior of Dry Joints with Castellated Keys in Precast Concrete Segmental Bridges. J BRIDGE ENG. 2015;20(2).
[25] Jiang H, He A, Huang F, Yang L, Zou L. Stress Analysis on Steel Anchor Block of External Prestressing Concrete Bridges. Advanced Science Letters. 2011;4(8-10)：2600-4.
[26] Zou JH, Feng WX, Jiang HB. Dynamic response of an embedded railway track subjected to a moving load. Journal of Vibroengineering. 2011;13(3)：544-51.
广东省公路学会常务理事、广东省公路学会桥梁工程分会副主任