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《Engineering Mechanics》 2007-08
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MODEL TEST FOR FATIGUE PERFORMANCE OF ANCHORAGE IN CABLE-STAYED BRIDGE WITH STEEL BOX GIRDER

BAO Li-xin1,2 , WEI Xing1 , LI Jun1, LI Xiao-zhen1 , QIANG Shi-zhong1 , REN Wei-ping1 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 430003, China)  
Cable-girder anchorage in anchor-plate form was adopted to connect cable with steel box girder in Zhanjiang Bay Bridge. Its mechanical behavior is very complicated and fatigue performance of anchorage system under service live-loads needs special attention. The application of anchor-plate anchorage structure in long span cable-stayed bridge is introduced. The characteristics of anchor-plate anchorage structure are investigated and fatigue test of a full-scale model of the anchorage zone is introduced. Combining theoretical analysis with the result obtained from fatigue test, stress contributions of the anchorage system under cyclic loading and static loading are analyzed in detail and the fatigue performance of the anchorage system under cyclic loading is assessed.
【Fund】: 国家自然科学基金项目资助(50278079);; 西部交通建设科技项目(200431822317)
【CateGory Index】: U448.27;U446.1
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【References】
Chinese Journal Full-text Database 5 Hits
1 WEI Xing,LI Jun,QIANG Shizhong(Southwest Jiaotong University,Chengdu Sichuan 610031,China);Fatigue Performance of Ear-plate Joints in Steel Truss Stiffened Suspension Bridge[J];Journal of Highway and Transportation Research and Development;2009-04
2 Wei Xing Li Jun Qiang Shizhong(Southwest Jiaotong University,Chengdu 610031,China);Fatigue test on the semi-rigid connections between railway floor beam and primary truss of long span steel truss arch bridges[J];China Civil Engineering Journal;2009-06
3 FU Lan-lan,XIAO Hai-zhu(China Railway Major Bridge Reconnaissance & Design Group Co.,Ltd.,Wuhan 430056,China);Design and Mechanical Analysis of Cable-to-Truss Anchorage Structure of Steel Truss Girder of Cable-Stayed Bridge[J];Bridge Construction;2013-02
4 WEI Xing,LI Jun,QIANG Shizhong,LIU Dejun (School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China);Fatigue Load for Semi-rigid Connection of Rail Floor Beam of Long-Span Steel Truss Arch Bridges[J];Journal of Southwest Jiaotong University;2008-05
5 WEI Xing,QIANG Shizhong(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Fatigue Performance of Anchorage Zone for Long-Span Single Pylon Cable-Stayed Bridge[J];Journal of Southwest Jiaotong University;2011-06
【Citations】
Chinese Journal Full-text Database 3 Hits
1 LI Xiao-zhen1 , CAI Jing1 , QIANG Shi-zhong1 , LIU Qing-kuan2 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu Sichuan 610031, China) 2. ShiJiaZhuang Railway Institute, ShiJiaZhuang 050043, China);MODEL FATIGUE TEST OF CABLE-GIRDER ANCHORAGE SYSTEM OF THE 2ND NANJING YANGTZE-RIVER BRIDGE[J];Engineering Mechanics;2005-01
2 Hou Wenqi Ye Meixin (Institute of Civil and Architectural Engineering,Central South University Changsha 410075);STUDY OF TENSILE ANCHOR PLATE STRUCTURE OF COMPOSITE CABLE-STAYED BRIDGE[J];Steel Construction;2002-02
3 ZHANG Qiang, YANG Jin (China Zhongtie Major Bridge Reconnaissance and Design Institute, Wuhan 430050, China);General Design of Main Spans of Zhanjiang Bay Bridge[J];Bridge Construction;2002-06
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Ming-dong1,CHEN Ming1,CHEN Guo-yu2,ZHENG dan1(1.School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China;2.Institute of Shanghai Ocean Steel Structure,Shanghai 200126,China);Study on Anti-Ship Collision for Anqing Yangtze River Railway Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
2 WEN Cen1,ZHAO Hai-yan1,ZHANG Yan-zhi2(1.Southwest Water Transport Engineering Institute,Chongqing Jiaotong University,Chongqing 40074,China; 2.Suzhou City Traffic Design Institute Co.,Ltd.,Suzhou 215007,Jiangsu,China);Calculation and Analysis of the Ship Collision Force in Jiangjin Zhongdu Yangtze River Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2010-06
3 Xiang Zhongfu,Jiang Yu (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Thermal Difference Effect Analysis of Steel Truss Cable-Stayed Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2012-S1
4 Liu Yong,Zhang Pengfei;Present Study of Fatigue Performance of Long-span Steel Cable-stayed Bridge and Development[J];Urban Roads Bridges & Flood Control;2010-04
5 Li Ping;Analysis and treatment of local compression crack of prestressed concrete bridge[J];Fujian Construction Science & Technology;2008-02
6 LI Xiao-zhen , CAI Jing , QIANG Shi-zhong (College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);MODELS OF CABLE-GIRDER ANCHORAGE FOR LONG-SPAN CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER[J];Engineering Mechanics;2004-06
7 LI Xiao-zhen1 , CAI Jing1 , QIANG Shi-zhong1 , LIU Qing-kuan2 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu Sichuan 610031, China) 2. ShiJiaZhuang Railway Institute, ShiJiaZhuang 050043, China);MODEL FATIGUE TEST OF CABLE-GIRDER ANCHORAGE SYSTEM OF THE 2ND NANJING YANGTZE-RIVER BRIDGE[J];Engineering Mechanics;2005-01
8 WEI Xing , LI Xiao-zhen , LI Jun , QIANG Shi-zhong , WANG Zi-jian (College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);EXPERIMENTAL STUDY ON ANCHOR-PLATE ANCHORAGE FOR CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER[J];Engineering Mechanics;2007-04
9 SU Qing-tian , ZENG Ming-gen , WU Chong (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);EXPERIMENT STUDY ON STEEL-ANCHOR-BOX OF CABLE-PYLON IN SHANGHAI YANGTZE RIVER BRIDGE[J];Engineering Mechanics;2008-10
10 SU Qing-tian1 , WU Chong1 , HE Wu-chao2 (1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China; 2. Shanhai Municipal Engineering Design Institute, Shanghai 200092, China);MODEL TEST FOR FATIGUE PERFORMANCE OF CABLE-GIRDER ANCHORAGE OF SHANGHAI YANGTZE RIVER BRIDGE[J];Engineering Mechanics;2010-08
China Proceedings of conference Full-text Database 2 Hits
1 ZHENG Zhou-jun,LIU Hong,GUO Zhi-min (Wuhan Bridge Science Research Institute Ltd.,China roilway big Bridge Engineering Coroup, Wuhan 430071,China);Study on Fatigue Tost of Cable-grider Anchorage Zone[A];[C];2007
2 LI Xiao-zhen , WEI Xing, WANG Zi-jian , QIANG Shi-zhong (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031,China);State-of-the-Art Review of Cable-Girder Anchorage for Long-Span Bridges for the New Century[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WAN Zhen,LI Qiao,MAO Xue-ming (School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison and analysis of 3D-finite-element models of steelanchor-box at the cable-girder anchorage zone for long-span cable-stayed bridge[J];Sichuan Building Science;2006-01
2 GUO Wen-hua,WU Jun (School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Fatigue analysis of suspender of arch bridge used for highway traffic and light-railway traffic[J];Journal of Railway Science and Engineering;2008-03
3 Wang Ying Li Zhaoxia Wu Baijian(School of Civil Engineering,Southeast University,Nanjing 210096,China);Fatigue stress monitoring and analysis for steel box girder of Runyang Suspension Bridge[J];Journal of Southeast University(Natural Science Edition);2007-02
4 Man Honggao Li Qiao Zhang Yuzhi(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Design optimization of fatigue test model for the cable-girder anchorage zone of steel cable-stayed bridges[J];Journal of Southeast University(Natural Science Edition);2007-02
5 LI Xiao-zhen , CAI Jing , QIANG Shi-zhong (College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);MODELS OF CABLE-GIRDER ANCHORAGE FOR LONG-SPAN CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER[J];Engineering Mechanics;2004-06
6 LI Xiao-zhen1 , CAI Jing1 , QIANG Shi-zhong1 , LIU Qing-kuan2 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu Sichuan 610031, China) 2. ShiJiaZhuang Railway Institute, ShiJiaZhuang 050043, China);MODEL FATIGUE TEST OF CABLE-GIRDER ANCHORAGE SYSTEM OF THE 2ND NANJING YANGTZE-RIVER BRIDGE[J];Engineering Mechanics;2005-01
7 WEI Xing , LI Xiao-zhen , LI Jun , QIANG Shi-zhong , WANG Zi-jian (College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);EXPERIMENTAL STUDY ON ANCHOR-PLATE ANCHORAGE FOR CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER[J];Engineering Mechanics;2007-04
8 SU Qing-tian1 , WU Chong1 , HE Wu-chao2 (1. Department of Bridge Engineering, Tongji University, Shanghai 200092, China; 2. Shanhai Municipal Engineering Design Institute, Shanghai 200092, China);MODEL TEST FOR FATIGUE PERFORMANCE OF CABLE-GIRDER ANCHORAGE OF SHANGHAI YANGTZE RIVER BRIDGE[J];Engineering Mechanics;2010-08
9 Wang Suili, Yao Xiaoyuan, Ma Lifen(Baoji Bridge Girder Plant Baoji 721006);THE CONTROLLING TECHNOLOGY OFANCHOR PIPES ANGLE FOR SHANTOUQUESHI HIGHWAY BRIDGE[J];STEEL CONSTRUCTION;2000-03
10 Hou Wenqi Ye Meixin (Institute of Civil and Architectural Engineering,Central South University Changsha 410075);STUDY OF TENSILE ANCHOR PLATE STRUCTURE OF COMPOSITE CABLE-STAYED BRIDGE[J];Steel Construction;2002-02
【Secondary References】
Chinese Journal Full-text Database 6 Hits
1 ZHOU Yongtao,LIU Yanfang,ZHAI Hui,BAO Weigang(CCCC Road and Bridge Consultant Co.,Ltd.,Beijing 100029,China);Study of Transverse Multiple Vehicle Effect for Fatigue Design of Highway Steel Bridge[J];Journal of Highway and Transportation Research and Development;2010-09
2 LEI Honggang,FU Qiang,LIU Xiaojuan(College of Architecture and Civil Engineering,Taiyuan University of Techenology,Taiyuan 030024,China);Research progress of steel structure fatigue in past 30 years in China[J];Journal of Building Structures;2010-S1
3 XU Feng;SU Wenming;YU Fei;JIANG Mingtao;School of Civil Engineering,Qingdao Technological University;;Stress analysis at the cantilevered cable-girder anchorage zone for cable-stay bridges[J];Sichuan Building Materials;2013-05
4 ZENG Yong-ping;CHEN Ke-jian;YUAN Ming;CHEN Si-xiao;DAI Sheng-yong;China Railway Eryuan Engineering Group Co.,Ltd.;;Design Study and Fatigue Test of Cable-to-Girder Anchorage Structure of Double Tensile Anchor Plates and Anchor Box[J];Bridge Construction;2013-06
5 ZHOU Shangmeng,LI Yadong(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Prediction of Biaxial Fatigue of Steel Bridge Gusset Plate Based on Stress Field Intensity Method[J];Journal of Southwest Jiaotong University;2011-02
6 WEI Xing,QIANG Shizhong(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Fatigue Performance of Anchorage Zone for Long-Span Single Pylon Cable-Stayed Bridge[J];Journal of Southwest Jiaotong University;2011-06
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Yang Shijin (Tongji University, Shanghai);The Approach to the Formative Arts for Long-span Hanging Type Bridges[J];Journal of Chongqing Jiaotong University;1993-03
2 Fang Zhenzheng 1 Zhuo Weidong 1 Shangguan Ping 1 Lin Qin 2 ( 1College of Civil and Architectural Engineering, Fuzhou University, Fuzhou, 350002) ( 2Costruction Committee of Fuzhou City, Fuzhou, 350002);Stress Analysis of Anchorage Zone in Concrete Box Girder of Sanxianzhou Cable Bridge[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-01
3 XIAO Wan shen 1, 2 , ZENG Qing yuan 3 , TANG Guo jin 1 (1. College of Aerospace and Material Engineering, National Univ. of Defense Technology, Changsha 410073; 2.Department of Engineering Mechanics, Hunan University, Changsha 410082; 3.;A UL Formulation for Cables[J];Journal of National University of Defense Technology;2001-05
4 LIU Zi ming (Bridge Science Research Institute, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhan 430034, China);Test Study of Bridge Structure Models[J];BRIDGE CONSTRUCTION;1999-04
5 Sheng Guiping;Analysis of Spatial Stress in Anchorage Zone in Cable Stayed Steel Box Girder[J];BRIDGE CONSTRUCTION;1997-01
6 Yang Jin Hua Youheng;Form Selections of Stayed Cables of the Major Bridge of Shantou Queshi Bridge and its Anchorage Plan[J];BRIDGE CONSTRUCTION;1997-04
7 Wang Jiadi Zhao Tingheng;Analysis of Stress strain at Anchorage between Box shaped Steel Beams and Cables in Cable stayed Bridge[J];BRIDGE CONSTRUCTION;1997-04
8 Zhang Biaobiao Ni Qiang Zhang Zongjie Xiao Yongqian;Analysis of the Stresses under the Anchorage Zone of the Cable stayed Haikou Century Bridge with the Photo elastic Method[J];BRIDGE CONSTRUCTION;1997-04
9 Shen Guiping Gu Ping (Dept.of Civil Eng., Shanghai Teidao Univ.);Spatial Analysis of Cable-girder Anchorage Joint Cable-stayed Bridge[J];JOURNAL OF SHANGHAI TIEDAO UNIVERSITY(NATURAL SCIENCE EDITION);1996-04
10 Liu Qingkuan 1) Wang Xinmin 1) Qiang Shizhong 2) (Departmemt of Communication Engineering,Shijiazhuang Railway Institute 1) ,Shijiazhuang,050043 Civil Engineering College,Southwest Jiaotong vniversity 2) ,Chengdu 610031);The Affection of Additional Moment to the Stress in Beam in the Zone of Anchorage of Cable-stayed Bridge[J];Journal of Shijiazhuang Railway Institute;2000-04
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