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汪昕

博士、教授、博导、副院长

 

Xin WANG Ph.D.

Professor

Vice Dean

 

通讯地址:

江苏省南京市江宁区东南大学路2号东南大学土木大楼407

Tel:025-52091295

xinwang@seu.edu.cn

 

International Institute for Urban Systems Engineering (IIUSE)

Southeast University

Dongnandaxue Road No.2, Nanjing 211189 China

Tel:86-2552091295 

xinwang@seu.edu.cn

  

  

  

汪昕,男,东南大学土木工程学院教授、博士生导师,东南大学城市工程科学技术研究院副院长,玄武岩纤维生产及应用技术国家地方联合工程研究中心副主任。东南大学土木工程学院学士和硕士,日本茨城大学博士。担任国际土木工程FRP学会(IIFC)、中国纤维增强复合材料(FRP)及工程应用专业委员会等多个学术组织副主任委员,理事等职务。

主要研究方向为面向结构性能和寿命提升的纤维增强复合材料(FRP)及其一体化增强轻量化、高耐久和大跨度结构研究。主持研究国家重点研发计划课题1项、国家自然科学基金4项、十二五科技支撑计划项目子课题1项、江苏省交通厅重大专项课题等多个国家或省部级研究项目,并作为骨干参与“973计划项目“863计划课题、中国工程院咨询项目等国家重点研究计划项目。发表学术论文100余篇,其中SCI论文72篇(一作/通讯 58篇,中科院一区论文 25篇,Top期刊论文27篇,ASCE期刊论文 18篇)。SCI他引 800余次,Scopus他引1000余次,h-index206SCI论文入选表现不俗论文大吨位FRP拉索锚固方法论文入选本领域顶级期刊ASCE-JCC期刊研究亮点论文。合著专著《FRP增强工程结构体系》。研究成果应用于具有重要战略意义的南海岛礁灯塔建设、南京长江大桥双曲拱桥耐久性加固、西藏高寒地区营房建设、江苏沿海高速公路加固等重要工程。

/参编国家、行业、团体标准和规范10部。申请发明专利27项,授权12项。2019年获建设工程复材及结构杰出青年学者奖(本领域每两年全国评选 1人,中国土木工程学会FRP应用技术专业委员会);获教育部科技进步一等奖、技术发明二等奖、中国公路学会科技一等奖,江苏省科技三等奖等省部级奖励。

作为共同主席成功申办FRP土木工程领域最重要的国际会议之一:FRPRCS-12(美国混凝土协会ACI90年代初发起,首次在中国举办)和APFIS-2015IIFC官方会议)联席会议;作为组委会副主任发起首届国际玄武岩纤维及复合材料大会(ICBFC-2019),申办其他国内会议8次。受邀国内、国际会议特邀报告21次。

  

  

学术兼职

国际土木工程FRP学会(International Institute for FRP inConstruction, IIFC),理事(中国仅6人)

中国土木工程学会纤维增强复合材料(FRP)及工程应用专业委员会,副主任委员

中国化学纤维工业协会玄武岩纤维分会,副会长

中国复合材料学会土木工程复合材料分会,理事,副秘书长

中国建筑学会建筑结构分会新材料及新型结构专业委员会,委员

国际先进材料与工艺技术学会(SAMPE)北京分会,理事

中国公路学会玄武岩纤维公路产业协同创新共同体,理事


研究课题

纤维增强复合材料(FRP)的长期性能评价、控制和提升方法研究

热塑型树脂基FRP性能及其结构工程应用研究

轻量化FRP拉索大跨桥梁的分析和设计方法、及锚固性能研究

轻型FRP管空间桁架结构及节点连接性能研究

FRP型材-混凝土组合桥面板结构的优化设计和疲劳性能研究

FRP筋增强珊瑚礁砂-海水混凝土长期性能研究

FRP筋增强混凝土结构长期粘结性能和结构优化设计方法研究

FRP增强超高韧性水泥基复合材料性能研究

FRP电力设施基础、杆塔结构性能研究


承担的主要科研项目

 

主持国家重点研发计划项目课题大拉力纤维增强复合材料索、锚具、连接件及其轻量化大跨结构体系研究2017YFC0702006),2017.7-2020.6

主持国家自然科学基金面上项目“FRP型材-高耐久连接一体化设计及长期荷载下损伤机理和性能研究51878149),2019.01-2022.12

主持国家自然科学基金面上项目预应力FRP齿连接模壳-混凝土组合桥面板在长期荷载下的损伤机理和性能研究51678139),2017.1-2020.12

主持十二五科技支撑计划项目子课题,玄武岩纤维筋增强高耐久结构成套技术和应用2014BAB15B01-05),2014.10-2017.12

主持国家自然科学基金面上项目大直径FRP拉索锚固方法及其在长期荷载作用下的退化机理研究51378109),2014.1-2017.12

主持国家自然科学基金青年基金纤维复合材料拉索疲劳性能及其高寿命大跨结构研究51108074),2012.1-2014.12

主持江苏省交通厅重大专项公路桥梁工业化与标准化建造关键技术子课题高性能纤维复合桥面板技术研发与应用2014Y01),2014.10-2016.5

参与中国工程院咨询项目海洋桥梁工程轻质、高强、耐久性材料战略研究6705000060),2016.1-2017.12

参与973计划项目,应用FRP实现重大工程结构高性能与长寿命的基础研究(2012CB026200),2012.1-2016.8

参与863计划项目,国产碳纤维复合材料压挤成型及其应用技术研究(2012AA03A204),2012-2015

参与江苏省自然科学基金创新学者攀登项目高性能纤维复合索及其大跨预应力结构全寿命研究BK2010015),2011-2016

参与江苏省自然科学基金面上研究项目“FRP及其增强工程结构的耐久性研究BK2012053),2012.7-2016.8


 

3年代表性论著

 

1.Weidong He, XinWang*(通讯), ZhishenWu. Flexural behavior of RC beams strengthened with prestressed andnon-prestressed BFRP grids[J]. Composite Structures, 2020, 246112381.

2.Yang, Y., Wang,X*(通讯), Wu, Z. Lifecycle cost analysis of FRP cables for long-span cable supported bridges[J].Structures , 2020, 25: 24-34.

3.Xing Zhao,XinWang*(通讯), ZhishenWu, Jin Wu. Experimental study on effect of resin matrix in basalt fiberreinforced polymer composites under static and fatigue loading[J]. Constructionand Building Materials, 2020, 242,118121

4.Yaqiang Yang,Xin Wang*(通讯), ZhishenWu. Long-span cable-stayed bridge with hybrid arrangement of FRP cables[J].Composite Structures, 2020, 237: 111966

5.Ding, L., Shi,J., Wang X*(通讯), (...),Jin, Y., Wu, Z. Bond behavior between basalt fiber-reinforced polymer rebarsand coral-reef-sand concrete conditioned in saline solution[J]. StructuralConcrete, 2020, 21(2): 659-672.

6.Wang, X., Zhou,J., Ding, L., Song, J., Wu, Z. Static Behavior of CircumferentialStress-Releasing Anchor for Large-Capacity FRP Cable[J]. Journal of BridgeEngineering 2020, 25(1): 04019127.

7.Liu X , Wang X*(通讯), Xie K , et al.Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in ConcreteUnder Mono-tensile and Cyclic Loads[J]. 2020, 14:19.

8.Wang X , Zhao X, Chen S , et al. Static and fatigue behavior of basalt fiber-reinforcedthermoplastic epoxy composites[J]. Journal of Composite Materials,2019:002199831989684.

9.Peng Z , Wang X*(通讯), Wu Z .Multiscale strength prediction of fiber-reinforced polymer cables based onrandom strength distribution[J]. Composites Science and Technology, 2020,196:108228.

10.Liu L , Wang X*(通讯), Wu Z , et al. Optimization of multi-directional fiberarchitecture for resistance and ductility of bolted FRP profile joints[J]. CompositeStructures, 2020:112535.

11.Wang X , Peng Z , Deng W , et al. Fatigue behavior of acomposite bridge deck with prestressed basalt fiber-reinforced polymer shelland concrete[J]. Journal of Bridge Engineering, 2020.

12.Wang Yan, Li Zhenxing, Zhang Chuchu, Wang Xin*(通讯)et al. Bond Behaviorof BFRP Bars with Basalt-Fiber Reinforced Cement-Based Composite Materials[J].Structural Concrete, 2020

13.Weidong He, Xin Wang*(通讯), Ahmed Monier, Zhishen Wu. Shear behavior of RC beamsstrengthened with side-bonded BFRP grids[J]. Journal of Composites forConstruction, 2020.

14.丁里宁,贺卫东,汪盺*(通讯),程方,***. BFRP网格-PCM薄面黏贴加固钢筋混凝土板抗弯性能,中南大学学报(自然科学版), 202051(4):1085-1096.

15.***,汪昕,史健喆.玄武岩纤维复合材料性能提升及其新型结构,工程力学,2020,37(05):1-14.

16.Diana S. E. Abdelkerim; Xin Wang*(通讯); Haitham A.Ibrahim; Zhishen Wu. Effect of Connection Techniques on the Static and FatiguePerformance of Pultruded Basalt FRP Multi-Bolted Joints[J]. Journal ofComposites for Construction, 2020.

17.Wang X , Zhang X , Ding L , et al. Punching shearbehavior of two-way coral-reef-sand concrete slab reinforced with BFRPcomposites[J]. Construction and Building Materials, 2020, 231:117113-.

18.Ding L , Liu Y , Liu J , Xin Wang*(通讯). Correlationanalysis of tensile strength and chemical composition of basalt fiberroving[J]. Polymer Composites, 2019, 40(7):2959-2966.

19.Zhao X , Wang X*(通讯), Wu Z , et al. Temperature effect on fatigue behavior ofbasalt fiberreinforcedpolymer composites[J]. Polymer Composites, 2019, 40.

20.Wang X , Zhao X , Wu Z . Fatigue degradation and lifeprediction of basalt fiber-reinforced polymer composites after saltwatercorrosion[J]. Materials & Design, 2018.

21.Feng B, Wang X*(通讯), Wu Z . Fatigue life assessment of FRP cable forlong-span cable-stayed bridge[J]. Composite Structures, 2019.

22.Ding L, Shi J, Wang X*(通讯), Wu Z. Optimization of a prestressed fiber-reinforcedpolymer shell for composite bridge deck[J]. Structure and InfrastructureEngineering, 2019, 15(4):454-466

23.Wang X , Su C , Deng W , et al. Bond behavior betweencorrugated BFRP shell and concrete under monotonic and cyclic loads[J].Construction and Building Materials, 2019, 210(JUN.20):596-606.

24.Abdelkerim D S E , Wang X*(通讯) , Ibrahim H A , et al. Static and fatigue behavior ofpultruded FRP multi-bolted joints with basalt FRP and hybrid steel-FRPbolts[J]. Composite Structures, 2019, 220(JUL.):324-337.

25.Feng B , Wang X*(通讯), Wu Z . Evaluation and prediction of carbonfiber–reinforced polymer cable anchorage for large capacity[J]. Advances inStructural Engineering, 2019, 22(8):136943321982980.

26.Feng Bo, Wang Xin*(通讯), Wu Zhishen. Static and fatigue behavior of multitendonCFRP cables with integrated anchorages[J]. Journal of Composites forConstruction, 2019, 236.

27.Xin Wang, Jingyang Zhou, Lining Ding, Jinhui Song,Zhishen Wu. Static behavior of circumferential stress releasing anchor forlarge-capacity FRP cable[J]. Journal of Bridge Engineering2019,220:324-337.

28.Wang X , Peng Z , Wu Z , et al. High-performancecomposite bridge deck with prestressed basalt fiber-reinforced polymer shelland concrete[J]. Engineering Structures, 2019, 201:109852.

29.Ding L , Shi J , Wang X*(通讯) , et al. Bond behavior between basalt fiberreinforcedpolymer rebars and coralreefand concreteconditioned in saline solution[J]. Structural Concrete, 2019(1).

30.汪昕,周竞洋,宋进辉,***.大吨位FRP拉索整体式锚固理论分析[J].复合材料学报,2019,36(5):1169-1178.

31.冯博,汪昕*(通讯),***.大吨位CFRP拉索的锚固性能及安装参数研究[J].四川大学学报(工程科学版), 2019,051(001):68-74.

32.Shi J, Wang X*(通讯), Ding L, Wu Z. Degradation of creep behaviors of basaltfiber-reinforced polymer tendons in salt solution[J].Journal of Materials inCivil Engineering, 2018, DOI: 10.1061/MT.1943-5533.0002525.

33.Ding L, Liu X, Wang X*(通讯), et al. Mechanical properties of pultruded basaltfiber-reinforced polymer tube under axial tension and compression[J].Construction & Building Materials, 2018, 176:629-637.

34.Wang X , Ali N M , Ding L , et al. Static behavior of RCdeck slabs partially prestressed with hybrid fiber reinforced polymertendons[J]. Structural Concrete, 2017, 19(6):1895-1907.

35.Zhao, X, Wang, X*(通讯), Wu, Z, Keller, T, Vassilopoulos, A.P, Effect of stressratios on tension–tension fatigue behavior and micro-damage evolution of basaltfiber-reinforced epoxy polymer composites[J]. Journal of Materials Science,2018, 53(13):9545-9556.

36.Xin Wang, Lijuan Jiang, Haibin Shen and Zhishen Wu. Long-TermPerformance of Pultruded Basalt Fiber Reinforced Polymer Profiles under AcidicConditions[J]. Journal of Materials in Civil Engineering, 2018, 30(6).

37.Dong Z , Wu G , Xu B , Wang X et al. Bond performance ofalkaline solution pre-exposed FRP bars with concrete[J]. Magazine of ConcreteResearch, 2017:894-904.

38.Wang X, Ali N M, Ding L, et al. Static behavior of RCdeck slabs partially prestressed with hybrid fiber reinforced polymer tendons[J].Structural Concrete, 2017(3).

39.Jianzhe ShiXin Wang*(通讯)Zhishen WuZhongguo ZhuFatigue behavior of basalt fiber-reinforcedpolymertendons under a marine environment[J].Construction and BuildingMaterials, 2017, 137(15), 46-54.

40.Yaqiang Yang, Xin Wang*(通讯), Zhishen Wu, Damping behavior of hybrid fiber reinforcedpolymer cable with self-damping for long-span bridges[J]. Journal of BridgeEngineering, 2017,227.

41.***,汪昕,吴刚. FRP增强工程结构体系(专著),科学出版社,2017.