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      2. 姜海波

        2020-04-13  點擊:[]



        姓名: 姜海波 職稱:教授 職務:無 導師類別:碩士生導師

        科研方向:

        1永利集团|首页|欢迎您、新型橋梁結構分析理論與設計

        2永利集团|首页|欢迎您、橋梁結構安全性評估及加固技術

        個人簡介(300字內):

        長期從事橋梁與隧道工程專業的教學及科研工作,主要研究新型橋梁結構、新材料在橋梁工程中的應用和橋梁結構安全性評估及加固技術。該研究領域切合廣東省經濟發展的關鍵技術領域,解決橋梁工程迫切需要解決的問題,先后獲得國家自然科學基金面上項目等縱向項目研究資助永利集团|首页|欢迎您,并主持多項橫向科研項目永利集团|首页|欢迎您,研究經費充足。在本領域ASCE Journal of Bridge Engineering等國際知名期刊發表SCI論文28篇。獲廣東省科學技術獎二等獎1項永利集团|首页|欢迎您、廣東省科學技術獎三等獎1項和廣東省云浮市科學技術獎一等獎1項。

        培養的8名研究生獲國家獎學金,培養的1名研究生獲2017年度廣東省優秀研究生稱號。獲2018年度2019年度廣東工業大學優秀研究生導師稱號。指導的大學生創新創業訓練項目入選2018年全國大學生創新創業年會,指導的研究生挑戰杯項目獲廣東省省賽一等獎永利集团|首页|欢迎您。

        個人主頁:

        聯系方式:120698470@qq.com

        學科領域:橋梁與隧道工程

        教育背景:

        1988.09-1992.07石家莊鐵道學院橋梁工程系橋梁工程專業;

        1992.08-1995.05西南交通大學橋梁與結構工程研究所橋梁與隧道工程專業;

        1995.02-1997.12西南交通大學橋梁與結構工程系橋梁與隧道工程專業;

        1998.01-1999.12湖南省湖南大學土木、水利工程博士后流動站博士后永利集团|首页|欢迎您永利集团|首页|欢迎您。

        學術兼職:廣東省公路學會常務理事、廣東省公路學會橋梁工程分會副主任

        工作經歷:

        2000.01-2000.05廣東省廣東工業大學土木工程系副教授永利集团|首页|欢迎您;

        2000.05-2004.12廣東省廣東工業大學建設學院道橋與交通運輸系副教授永利集团|首页|欢迎您;

        2004.12-2009.05廣東省廣東工業大學建設學院道橋與交通運輸系教授、系主任

        2009.05-2018.12 廣東省廣東工業大學土木與交通工程學院教授、副院長。

        2019.01至今 廣東省廣東工業大學土木與交通工程學院教授。

        主要榮譽:獲2018永利集团|首页|欢迎您、2019年度廣東工業大學優秀研究生導師稱號

        主講課程:鋼橋、現代橋梁與隧道工程

        主要論文:

        [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:

        知識產權:

        未列出

        科研項目:

        1、國家自然科學基金面上項目(51778150)預制節段UHPC梁接縫直剪破壞機理和設計理論研究

        2永利集团|首页|欢迎您、廣東省自然科學基金(2016A030313699)基于剪摩擦理論的預制節段混凝土梁干接縫直剪強度研究

        3、廣州市科技計劃項目(201804010422)體外束預制節段混凝土梁抗剪破壞機理的研究

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