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
International Institute for Urban Systems Engineering (IIUSE)
Southeast University
Dongnandaxue Road No.2, Nanjing 211189 China
Tel:86-2552091295
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-index为20。6篇SCI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。
主/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ACI于90年代初发起,首次在中国举办)和APFIS-2015(IIFC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
近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, 246:112381.
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,吴智深. 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), 2020,51(4):1085-1096.
15.吴智深,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 fiber‐reinforcedpolymer 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, 23(6).
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 Engineering,2019,220:324-337.
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 fiber‐reinforcedpolymer rebars and coral‐reef﹕and concreteconditioned in saline solution[J]. Structural Concrete, 2019(1).
30.汪昕,周竞洋,宋进辉,吴智深.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),吴智深.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 Shi,Xin Wang*(通讯),Zhishen Wu,Zhongguo Zhu,Fatigue 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, 2017,22(7).
41.吴智深,汪昕,吴刚. FRP增强工程结构体系(专著),科学出版社,2017.