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姜海波

2020-04-13  点击:[]



姓名: 姜海波 职称:教授 职务:无 导师类别:硕士生导师

科研方向:

1新型桥梁结构归纳理论与策划

2桥梁结构安全性评估及加固 技术实现

个人简介(300字内):

长期从事桥梁与隧道工程professional的教学及科研work,主要研究新型桥梁结构、新质料在桥梁工程中的应用和桥梁结构安全性评估及加固 技术实现 。该研究区域切合广东省经济发展的关键 技术实现 区域,解决桥梁工程迫切需要解决的小case,先下获得国家自然科学基金面上porject等纵向porject研究资助,并主持多项横向科研porject,研究经费充足。在本区域ASCE Journal of Bridge Engineering等万国知名期刊发表SCI论文28篇。获广东省科学 技术实现 奖二等奖1项、广东省科学 技术实现 奖三等奖1项和广东省云浮市科学 技术实现 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2019年度vnsc5858威尼斯城官网优秀研究生导师称号。指导的大学生创新创业训练porject入选2018年全国大学生创新创业年会,指导的研究生挑战杯porject获广东省省赛一等奖。

个人主页:

联系方式:120698470@qq.com

学科区域:桥梁与隧道工程

教育背下:

1988.09-1992.07石家庄铁道学院桥梁工程系桥梁工程professional;

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professional;

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professional;

1998.01-1999.12湖南省湖南大学土木、水利工程博士下流动站博士下。

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

work经历:

2000.01-2000.05广东省vnsc5858威尼斯城官网土木工程系副教授;

2000.05-2004.12广东省vnsc5858威尼斯城官网建造学院道桥与交通运输系副教授;

2004.12-2009.05广东省vnsc5858威尼斯城官网建造学院道桥与交通运输系教授、系主任

2009.05-2018.12 广东省vnsc5858威尼斯城官网威尼斯城一切登入网址教授、副院长。

2019.01至今 广东省vnsc5858威尼斯城官网威尼斯城一切登入网址教授。

主要荣誉:获20182019年度vnsc5858威尼斯城官网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] 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;20191-16.

[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. 20181-62.

[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;163101-13.

[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;1101-7.

[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;128449-60.

[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.

主要著作:

知识产权:

未列出

科研porject:

1、国家自然科学基金面上porject(51778150)预制节段UHPC梁接缝直剪破坏机理和策划理论研究

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、广州市高技术计划porject(201804010422)体外束预制节段混凝土梁抗剪破坏机理的研究

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