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《Concrete》 2005-11
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Fiber Reinforced Plastics(FRP) applying in concrete structures

WANG Mao-long~1,ZHU Fu-sheng~1,JIN Yan~2(1.Civ.Eng.College,Northeastern Univ.,Shenyang 110004,Liaoning,China; 2,Engineering Quality Superintendence Station of Shenyang,Shenyang 110002,Liaoning,China)  
In order to avoid rust of reinforcements in concrete structures,the application research of fiber-reinforced plastics(FRP)is practiced widely,which is aimed to substitute for the ordinary reinforcements.FRP has the characteristics of excellent corrosion resistance,high tensile strength,good non-magnetization properties and low elastic modulus.At present time,there are many scientific studies of mechanics characteristics,process method and structure performance in the world,experimentation research and engineering applications got many outcomes,and some considerable successful experience have been applied in the concrete structures.Based on analysis of literature,the development of new research and application progress of FRP reinforced concrete members is described.
【Fund】: 东北大学博士后基金项目;; 国家十五科技攻关课题(2002BAB806-4)
【CateGory Index】: TU377.4
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Chinese Journal Full-text Database 1 Hits
1 WANG Mao-long1,ZHU Fu-sheng1,JIN Yan2(1.Northeastern University,Shenyang 110004,China; 2.Construction Engineering Quality Superintendence Station of Shenyang,Shenyang 110002,China);Experimental study on flexural performance of prestressed concrete beams with bonded FRP tendons[J];Concrete;2006-12
Chinese Journal Full-text Database 4 Hits
1 Xue Weichen (Tongji University);STUDY ON INFLUENCE OF DIFFERENT TEST METHODS ON BOND STRENGTH OF GFRP REBARS[J];Fiber Reinforced Plastics/Composite;2003-05
2 XUE Wei chen,QIAN Wei (Department of Civil Engineering,Tongji University,Shanghai 200092,China);STUDY ON FATIGUE BEHAVIORS OF CONCRETE BEAMS PRESTRESSED WITH FRP REBARS[J];Fiber Reinforced Plastics/Composite;2004-02
3 OU Jinping~1, WANG Bo~1, ZHANG Xinyue~1, HE Zheng~1, QIAN Minzhong~2(1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;2. Harbin Fiber Reinforced Plastic Institute, Harbin 150036, China);EXPERIMENTAL STUDY ON SELF-SENSING PROPERTIES OF CFRP BARS FOR CONCRETE STRUCTURES[J];Acta Materiae Compositae Sinica;2003-06
4 Cao Rui\ Yue Qingrui(Central Research Institute of Building and Construction, MMI Beijing 100088);FRP COMPOSITES AND THE COURSE OF THEIR DEVELOPMENT[J];Industrial Construction;2001-09
Chinese Journal Full-text Database 10 Hits
1 ZHOU Ji-kai~1,DU Qin-qing~1,Lu Jiao-yun~2,CHEN Shi-xue~2(1.College of Civil Engineering,Hohai University,Nanjing 210098,China;2.Huancui Architecture Design Institute,Weihai 264200,China);EXPERIMENTAL STUDY OF GLASSFIBER REINFORCED POLYMER BAR JOINT[J];Fiber Reinforced Plastics/Composites;2006-05
2 XIE Zhi-xiong~1,ZHANG Zuo-cheng~2,ZHOU Jian-fang~1,ZHOU Mei-ying~1(1.College of Mechanical & Electrical Engineering,Hohai Univ.,Changzhou 213022,China;2.Changjiang Industry Co.Ltd.,Yichang 443000,China);STUDY ON BOND STRENGTH OF FRP BARS[J];Fiber Reinforced Plastics/Composites;2006-06
3 ZHOU Ji-kai,CHEN Shi-xue,CHEN Li-he(College of Civil Engineering,Hohai University,Nanjing 210098,China);EXPERIMENTAL STUDY ON BOND PROPERTIES OF GFRP BARS IN CONCRETE[J];Fiber Reinforced Plastics/Composites;2007-01
4 XUE Wei-chen,TAN Yuan(College of Civil Engineering,Tongji University,Shanghai 200092,China);FIBER REINFORCED POLYMERS WITH SELF-MONITORING PROPERTIES USED IN CIVIL ENGINEERING[J];Fiber Reinforced Plastics/Composites;2007-05
5 HUANG Zhi-huai1.2,LI Guo-wei1.2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Nanjing 210098,China;2.Geotechnical Research Institute of Hohai University,Nanjing 210098,China);DESIGN RESEARCH OF GLASS FIBRE REINFORCED PLASTICS BOLTS[J];Fiber Reinforced Plastics/Composites;2008-04
6 TONG Gu-sheng,LIU Yong-sheng,WU Qiu-lan(School of Civil Engineering and Architecture,East China Jiaotong University,Nanchang 330013,China);ANALYSIS ON THE FLEXURAL BEHAVIOR OF PARTIALLY-PRESTRESSED CONCRETE BEAMS REINFORCED WITH CFRP[J];Fiber Reinforced Plastics/Composites;2009-01
7 DENG Yu,ZHANG Peng,LI Bing(Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006,China);STUDY ON CALCULATION METHOD OF BEARING CAPACITY OF THE RC BEAM REINFORCED WITH FRP[J];Fiber Reinforced Plastics/Composites;2009-03
8 ZHOU Wensong, LI Hui~*, OU Jinping (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China);SELF-MONITORING PERFORMANCE OF THE CARBON FIBER SHEET WITHOUT EPOXY RESIN MATRIX[J];Acta Materiae Compositae Sinica;2005-02
9 HAO Qingduo1,WANG Yanlei1,OU Jinping*1,2,WANG Bo1(1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Experimental study on optimization of rib geometries for glass fiber reinforced composite rebars[J];Acta Materiae Compositae Sinica;2008-01
10 ZHENG Wen-jing,ZHANG Peng,ZHANG Jun (Department of Civil Engineering and Architecture, Guangxi University of Technology,Liuzhou 545006,China);Investigation of the influence of bond strength of new materials by different test methods[J];Journal of Guangxi Institute of Technology;2005-04
Chinese Journal Full-text Database 10 Hits
1 JIA Ming ying,CHENG Hua (Department of Military Civil Engineering,logistical Engineering University,Chongqing 400016,China);Experimental reserch of size effection of RC circulur columns reinforced by CFRP[J];Building Science Research of Sichuan;2003-01
2 Li Wenxiao Dai Ying He Pengfei Xue Yuande ( Tongji University );DUCTIBILITY STUDY OF GFRP WOUND BAR FOR CONCRETE STRUCTURE PART Ⅱ MECHANICAL ANALYSIS[J];Fiber Reinforced Plastics/Composite;2003-03
3 GUO Heng-ning,ZHANG Ji-wen (College of Civil Engineering,Southest University,Nanjing 210096,China);STUDY AND EXPERIMENTAL ANALYSIS OF CONSTITUTIVE RELATION MODELS FOR BONDPING AND SLIPING BETWEEN FRP TENDONS AND CONCRETE[J];Fiber Reinforced Plastics/Composites;2007-02
4 LI Yi, FEI Chuanjun (Nanjing Audit Institute, Nanjing 210000 Nanjing Fiberglass Research & Design Institute, Nanjing 210012);APPLICATION OF FRP REBARS IN CIVIL ENGINEERING[J];Fiber Glass;2005-03
5 WU Hai-jun,LU Ping,ZHOU Zhi-xiang (Department of Bridge & Structure Engineering, Chongqing Jiaotong University, Chongqing 400074,China);Developement and research prospect of new CFRP bridges[J];Journal of Chongqing Jiaotong University;2004-01
6 FANG Zhi,YANG Jian(School of Civil Engineering,Hunan University,Changsha 410082,China);Study and application of FRP and RPC in civil engineering[J];;2005-04
7 ZHANG Xinyue OU Jinping(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090);Experimental study on fatigue behavior of CFRP bars[J];Chinese Journal of Materials Research;2006-06
8 WANG Lian-guang~1, LIU Li~1,CHUI Jing-qi~2(1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China; 2. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China. );Analysis of Creep Effect on Prestressed Steel Composite Beams with High-Strength Concrete[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2005-07
9 Wang Kehai,Li Qian,Wei Han(Research Institute of Highway,The Ministry of Communication,Beijing 100088,China);Comparing overseas and inland specifications for ductility seismic design[J];Earthquake Engineering and Engineering Vibration;2006-03
10 Zhang Wei Meng Shaoping Lü Zhitao (College of Civil Engineering, Southeast University, Nanjing 210096, China);Energy Evaluation Method for Seismic Capacity of Prestressed Concrete Frame Structure[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-06
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 ZHUANG Jin-ping~1 LIN Gui-yi~2 1.Civil Engineering Department,Fujian University of Technology,Fuzhou 350007,China 2.The Third Construction Company of China Construction Seventh Engineering Bureau,Fuzhou,350014,China;A review of flexural bearing capacity of prestressed FRP bars concrete beams[J];Fujian Building Materials;2008-01
2 DU Xiu-li,WANG Zuo-hu,ZHAN Jie-dong,DENG Zong-cai(The Key Laboratory of Urban Security and Disaster Engineering,MOE,Beijing University of Technology,Beijing 100124,China);Flexural Design of Prestressed Concrete Beams With Bonded FRP Tendons[J];Journal of Beijing University of Technology;2009-07
3 ZHUANG Jin-ping;A research summarize about prestressed FRP bar concrete beam sliffness[J];Shanxi Architecture;2008-21
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Chinese Journal Full-text Database 3 Hits
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