姓名： 姜海波

职称：教授

导师类别：硕士生导师

科研方向： 

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

个人简介（300字内）：

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、Engineering Structures和Construction and Building Materials等国际知名期刊发表SCI论文49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，联合培养的1名博士生获“广东省高校青年优秀科研人才国际培养计划”资助到香港理工大学开展研究，并获得广东省团委授予的2021年度“广东省向上向善好青年”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和2019年职业规划大赛广东省赛一等奖。指导的本科生和研究生获2019年度“挑战杯”广东省赛一等奖、2021年度“挑战杯”广东省赛特等奖。获2018、2019年度广东工业大学优秀研究生导师称号，获2022年度广东工业大学先进科技工作者称号。

 联系方式：120698470@qq.com

 学科领域：桥梁与隧道工程

教育背景：

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。

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；

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；

1988.09-1992.07石家庄铁道学院桥梁工程系桥梁工程专业；

学术兼职：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

工作经历：

2019.01至今 广东省广东工业大学土木与交通工程学院教授。

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。

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

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；

2000.01-2000.05广东省广东工业大学土木工程系副教授；

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

主要论文：

[1]Wang, S. D., Z. C. Fang, Y. H. Ma, H. B. Jiang, G. F. Zhao. 2022. “Parametric investigations on shear behavior of perforated transverse angle connectors in steel-concrete composite bridges.” Structures. 38:416-434. https://doi.org/10.1016/j.istruc.2022.01.015.

[2]Jie Xiao ,Zhenming Xu, YikangMurong, Lei Wang, Bin Lei, Lijing Chu, Haibo Jiang*, Wenjun Qu. Effect of chemical composition of fine aggregate on the frictional behavior of concrete-soil interface under sulfuric acid environment[J] fractal and fractional, 2022, 6(1), 22

[3]Jiang, H. B., Z. B. Hu, J. H. Feng, T. L. Wang, Z. M. Xu. 2022. “Flexural behavior of UHPC-filled longitudinal connections with non-contacting lap-spliced reinforcements for narrow joint width.”Structures.

[4]Hu, Z. B., Z. M. Xu, S. F. Zhang, H. B. Jiang, Y. H. Chen, J. Xiao. 2022. “Experimental study on shear behavior of precast high-strength concrete segmental beams with external tendons and dry joints.” Buildings. 12:12020134. https://doi.org/10.3390/buildings12020134.

[5]Jiang, H. B., Q. Cao, R. B. Wang, Y. Qu, D. H. Li. 2021. “Effect of two admixtures on the axial compression of concrete-filled fibre glass tubes.” Structures and Buildings. 174(11):943-948. https://doi.org/10.1680/jstbu.18.00139

[6]Fang Z. C., Fang H. Z., Huang J. X., Jiang H. B., and Chen G. F. 2021. “Static behavior of grouped stud shear connectors in steel-precast UHPC composite structures containing thin full-depth slabs. ” Engineering Structures. https://doi.org/10.1016/j.engstruct.2021.113484.

[7]Jiang, H. B., C. W. Huang, J. H. Feng, X. J. Gao, T. L. Wang, and Z. C. Zhong. 2021. “Direct shear behavior of castellated dry RPC joints in precast concrete segmental bridges.” Structures. 33: 4579-4595. https://doi.org/10.1016/j.istruc.2021.07.013.

[8]Fang, Z. C., W. B. Liang, H. Z. Fang, H. B. Jiang, and S. D. Wang.2021. “Experimental investigation on shear behavior of high-strength friction-grip bolt shear connectors in steel-precast UHPC composite structures subjected to static loading.” Engineering Structures. 244: 112777. https://doi.org/10.1016/j.engstruct.2021.112777.

[9]Feng, J. H., Z. B. Hu, H. B. Jiang, J. H. Hu, and Y. T. Qiu. 2021. “Influence of RPC grouting materials on shear behavior of wet joints in PCSBs with confining stress.” Construction and Building Materials. 299: 123993. https://doi.org/10.1016/j.conbuildmat.2021.123993

[10]Jiang, H. B., H. Z. Fang, J. Liu, Z. C. Fang, and J. F. Zhang. 2021. “Experimental investigation on shear performance of transverse angle shear connectors.” Structures. 33:2050-2060. https://doi.org/10.1016/j.istruc.2021.05.071.

[11]Wang, S. D., Z. C. Fang, G. F. Chen, H. B. Jiang, and S. Teng. 2021. “Numerical analysis on shear behavior of grouped head stud shear connectors between steel girders and precast concrete slabs with high-strength concrete-filled shear pockets.” Journal of Bridge Engineering. 26(6): 04021030. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001727.

[12]Jiang, H. B., T. F. Shao, Z. C. Fang, J. Xiao, and Z. B. Hu. 2021. “Shear-friction behavior of grooved construction joints between a precast UHPC girder and a cast-in-place concrete slab.” Engineering Structures. 228: 111610. https://doi.org/10.1016/j.engstruct.2020.111610.

[13]Fang, Z. C., H. B. Jiang, J. Xiao, X. T. Dong, and T. F. Shao. 2021. “Shear performance of UHPC-filled pocket connection between precast UHPC girders and full-depth precast concrete slabs.” Structures. 29: 238-338. https://doi.org/10.1016/j.istruc.2020.11.038.

[14]Jiang, H. B., X. T. Dong, Z. C. Fang, J. Xiao, and Y. Chen. 2021. “Experimental study on shear behavior of a UHPC connection between adjacent precast prestressed concrete voided beams.” Journal of Bridge Engineering. 25(12):04020106. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001644.

[15]Xiao J , Xiang Long, Ming Ye, Haibo Jiang*, Lingfei Liu and KeyiZhai. Experimental Study of Bond Behavior Between Rebar and PVA-Engineered Cementitious Composite (ECC) Using Pull-Out Tests[J]. Frontiers in Materials, 2021, 8:633404. （SCI检索，中科院三区，影响影子3.515）

[16]Jie Xiao，Xiang Long, Wenjun Qu, Long Li, Haibo Jiang*, ZucaiZhong. Influence of sulfuric acid corrosion on concrete stress-strain relationship under uniaxial compression[J] measurement 187 (2022) 110318（SCI检索，中科院二区，影响影子3.927）

[17]Jie Xiao , Xiang Long, Ming Ye, Haibo Jiang*, Lingfei Liu, Fan Mo, Dejun Deng and Zikang Huang. Bond-slip law between steel bar and different cement-based materials considering anchorage position function[J]. Frontiers in Materials, 2021, 8:801452. （SCI检索，中科院三区，影响影子3.515）

[18]Jie Xiao; Xiang Long; Long Li; Haibo Jiang*; Yaowen Zhang; Wenjun Qu. Study on the Influence of Three Factors on Mass Loss and Surface Fractal Dimension of Concrete in Sulfuric Acid Environments[J] fractal and fractional,2021, 5(4), 146（SCI检索，中科院一区，影响影子3.313）

[19]Jiang, H. B., J. H. Feng, J. Xiao, M. Z. Chen, and W. B. Liang. 2020. “Shear strength of match-cast-free dry joint in precast girders”. Computers and Concrete. 26(2):161-173. https://doi.org/10.12989/cac.2020.26.2.161.

[20]Jiang, H. B., M. Z. Chen, Z. J. Sha, J. Xiao, and J. H. Feng. 2020. “Numeric analysis on shear behavior of high-strength concrete single-keyed dry joints with fixing imperfections in precast concrete segmental bridges.” Materials. 13: 2914. https//doi.org/10.3390/ma13132914.

[21]Fang, Z. C., H. B. Jiang, G. F. Chen, X. T. Dong, and T. F. Shao. 2020. “Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams.” Steel and Composite Structures. 34(6):837-851. https://doi.org/10.12989/scs.2020.34.6.837.

[22]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.

[23]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. https://doi.org/10.1177/0036850420928643.

[24]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.

[25]Xiao J , Qu W* , Jiang H , et al. Three-Dimensional Fractal Characterization of Concrete Surface Subjected to Sulfuric Acid Attacks[J]. Journal of Nondestructive Evaluation, 2020, 39(3).

[26]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

[27]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

[28]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).

[29]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.

[30]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.

[31]Chen, G. F., Fang Z. C., Wang S. D., Jiang H. B., Liang H. L. 2019. “Numerical Analysison Shear Behavior of Joints under Low confining and Eccentric Loads.” Advance in Civil Engineering. 2019: 4589824. https://doi.org/10.1155/2019/4589824.

[32]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).

[33]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).

[34]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.

[35]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.

[36]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.

[37]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.

[38]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.

[39]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.

[40]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.

[41]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.

[42]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.

[43]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).

[44]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).

[45]Cao Q, Jiang H, Wang H. Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders. MATH PROBL ENG. 2015.

[46]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).

[47]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).

[48]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.

[49]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.

 知识产权：

 未列出

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

4、广州市交通设计研究院有限公司横向服务项目(21HK0339) UHPC材料应用于混凝土桥面加固及旧混凝土梁承载机理的关键技术研究

5、广州交通投资集团有限公司横向服务项目（21HK0611P）UHPC增大截面法修复严重损伤混凝土梁关键技术研究项目

6、广州市交通设计研究院有限公司横向服务项目（22HK0011）人行桁架天桥UHPC-钢复杂节点破坏机理及设计方法研究

7、中路杜拉国际工程股份有限公司横向服务项目（22HK0007）30m先张法UHPC组合小箱梁足尺抗弯和抗剪试验研究

8、中路杜拉国际工程股份有限公司横向服务项目（21HK0594）预应力无腹筋UHPC小尺寸试验梁抗剪试验研究