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汪昕


      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。


人物经历

2015/09-至今,东南大学土木工程学院,教授/城市工程科学技术研究 院,副院长

2018/06-至今,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

2012/03-2015/08,东南大学土木工程学院/城市工程科学技术研究院,副教授

2010/04-2012/02,东南大学土木工程学院,博士后

2006/10-2010/03,日本茨城大学,博士研究生

2004/09-2006/09,东南大学,硕士研究生

1998/09-2002/07,东南大学,学士


主要成就

发表期刊论文150余篇,其中SCI收录118篇(一作/通讯100篇),论文总引用3000余次,h-index28。申请明专利27项。主持研究国家重点研发计划课题、科技支撑计划课题等10多个重要研究项目,主/参编纤维增强复合材料及其结构应用相关国家、ISO标准、行业标准、规范10

获中国土木工程学会FRP及工程应用专委会建设工程复材及结构杰出青年学者奖(本领域每两年全国一人)、教育部科技进步一等奖、中国公路学会科技一等奖等。

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-12APFIS-2015联席会议。受邀国内、国际会议特邀报告30余次。

研究成果为港珠澳大桥西连线黄茅海跨海通道、某高原大桥、三沙市某岛礁灯桩、长江大桥加固等重要工程的高性能需求提供技术支撑


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-prestressedBFRP 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 supportedbridges[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 polymercomposites under static and fatigue loading[J]. Constructionand BuildingMaterials, 2020, 242,118121

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

5.Ding, L., Shi,J., Wang X*(通讯), (...),Jin,Y., Wu, Z. Bond behavior between basalt fiber-reinforced polymer rebarsandcoral-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 ofCircumferentialStress-Releasing Anchor for Large-Capacity FRP Cable[J]. Journalof BridgeEngineering 2020, 25(1): 04019127.

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

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

9.Peng Z , Wang X*(通讯), Wu Z .Multiscalestrength prediction of fiber-reinforced polymer cables based onrandom strengthdistribution[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 andductility of bolted FRP profile joints[J]. CompositeStructures, 2020:112535.

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

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

13.Weidong He, Xin Wang*(通讯), AhmedMonier, Zhishen Wu. Shear behavior of RC beamsstrengthened with side-bondedBFRP 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), 202051(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); HaithamA.Ibrahim; Zhishen Wu. Effect of Connection Techniques on the Static andFatiguePerformance of Pultruded Basalt FRP Multi-Bolted Joints[J]. JournalofComposites for Construction, 2020.

17.Wang X , Zhang X , Ding L , et al. Punching shearbehavior oftwo-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 basaltfiberroving[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 fiberreinforcedpolymercomposites[J]. Polymer Composites, 2019, 40.

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

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

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

23.Wang X , Su C , Deng W , et al. Bond behavior betweencorrugated BFRPshell and concrete under monotonic and cyclic loads[J].Construction andBuilding 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-boltedjoints 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 andprediction of carbonfiber–reinforced polymer cable anchorage for largecapacity[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 integratedanchorages[J]. Journal of Composites forConstruction, 2019, 236.

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

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

29.Ding L , Shi J , Wang X*(通讯) , etal. Bond behavior between basalt fiberreinforcedpolymer rebars and coralreefand concreteconditioned in saline solution[J]. StructuralConcrete, 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 insalt 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 underaxial 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 slabspartially 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 behaviorand micro-damage evolution of basaltfiber-reinforced epoxy polymercomposites[J]. Journal of Materials Science,2018, 53(13):9545-9556.

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

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

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

39.Jianzhe ShiXinWang*(通讯)Zhishen WuZhongguo ZhuFatigue behavior ofbasalt fiber-reinforcedpolymertendons under a marineenvironment[J].Construction and BuildingMaterials, 2017, 137(15), 46-54.

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

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.