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《Journal of Heilongjiang Institute of Technology》 2012-01
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Nonlinear analysis on PC girder with unbonded FRP fibre

WANG Li-rong1,LI Lian-zhi1,ZHANG Xu-hong1, ZHANG Chun-ping1,LIU Hai-xia1,WU Yan2(1.Heilongjiang Institute of Technology,Harbin 150001,China;2.Heilongjiang Highway Survery and Design Company,Harbin 150010,China)  
The paper carries out the whole process nonlinear analysis on PC girder with unbonded FRP fibre by establishing finite-element computational model,separately studying on crack expansion scale,stress distribution rule and load transmission mechanism under loading,cracking,yielding and damaging,so as to supply theory support for the applicication of FRP fibre in bridge engineering.
【Fund】: 黑龙江省科技攻关项目(GC07A403)
【CateGory Index】: TU378
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Tao Xuekang Meng Lüxiang Guan Jianguang et al.;Applications of Fiber Reinforced Polymers (FRP) Reinforcement in Prestressed Concrete Structures[J];Building Structure;2004-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 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
2 XIE Qun,LU Zhou-dao, YU Jiang-tao(Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China )Abstct:Technical problems in prestressed FRP structures are presented such as the bonding and anchor system,value of pretensioned force and construction technology. According to domestic and overseas research results,some advices are given for further study.;TECHNICAL ANALYSIS OF PRESTRESSED FRP IN STRUCTURES[J];Fiber Reinforced Plastics/Composite;2005-05
3 YUAN Guo-qing,DONG Guo-hua,MA Jian (School of Aerospace Engineering and Applied Mechanics,Tongji University,Shanghai 200092,China);STUDY OF ENDS ANCHOR METHOD OF STRESS RELAXATION SPECIMENS OF FRP TENDONS[J];Fiber Reinforced Plastics/Composites;2009-05
4 XU Ping,DING Ya-hong,ZENG Xian-tao,WANG Xing-guo(School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454003,China);EXPERIMENTAL STUDY AND DEVELOPMENT ON THE CFRP TENDONS BONDING SPHERICAL JAW VICE ANCHORAGE[J];Fiber Reinforced Plastics/Composites;2011-02
5 FANG Zhi1,GONG Chang1,YANG Jian2(1.School of Civil Engineering,Hunan University,Changsha 410082,China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Fatigue behavior of wedge-type anchorage for CFRP tendon[J];Journal of Railway Science and Engineering;2010-04
6 FANG Zhi1,GONG Chang1,YANG Jian2,SUN Zhigang1(1.School of Civil Engineering,Hunan University,Changsha Hunan 410082,China; 2.School of Civil Engineering and Architecture,Central South University,Changsha Hunan 410075,China);Fatigue Behavior of Bond-type Anchorage with CFRP Tendon[J];Journal of Highway and Transportation Research and Development;2012-07
7 XU Li-hua1,XU Feng1,ZENG Hao1,QIN Wen-ke2(1.School of Civil Engineering,Wuhan University,Wuhan 430072,China;2.Wuhan Wuda Jucheng Strengthening Industrial Co.ltd,Wuhan 430072,China);THE DESIGN AND TEST STUDY ON PRESTRESSED RAILWAY CONCRET BEAM BRIDGE STRENGTHENED BY EXTERNALLY DRAPED CFRP TENDONS[J];Engineering Mechanics;2013-02
8 MEI Kui-hua,LU Zhi-tao,ZHANG Ji-wen,ZANG Hua (College of Civil Engineering,Southeast University,Nanjing 210096,China);Study of Static Load Tests of CFRP Stay Cable Anchors[J];Bridge Construction;2005-04
9 MEI Kui-hua1,2(1.Key Laboratory for Bridge and Tunnel of Shanxi Province,Chang′an University,Xi′an 710064,China;2.College of Civil Engineering,Southeast University,Nanjing 210096,China);Analysis of Mechanical Behavior of CFRP Cable Bonding Anchors[J];Bridge Construction;2007-03
10 MENG LV-xiang1, XU Fu-quan1, GUAN Jian-guang1,ZHAI Qiao-ling2,LIN Xiu-yan2(1. China Academy of Building Research,Beijing 100013,China; 2.Tianjin No.1 Prestressed Thread Co., Ltd., Tianjin 300171,China);Experiment Study on Relaxation Losses of CFRP Tendons[J];Construction Technology;2005-07
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