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《Journal of Chongqing Jiaotong University(Natural Science)》 2014-03
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Comparison of Concrete Cable-Pylon Anchorage Models of Long-Span Cable-Stayed Bridges

Ye Huawen;Xu Xun;Li Cuijuan;Qiang Shizhong;School of Civil Engineering,Southwest Jiaotong University;  
Aiming at two typical categories of cable-pylon anchorage structure( hoop pre-stressing model and steel-concrete composite structure),the transfer mechanism,stress distribution and horizontal cable-load distribution of three typical cable-pylon anchorages were contrasted in detail,with the consideration of relative full-scale model test. And each stress point and some measurements to improve the stress distribution were summarized. Load-carrying efficiency was presented as an estimation index. The results show that both hoops pre-stressing model and steel-concrete composite structure can be applied to long-span bridges,and the hoop pre-stressing anchorage evidently performs better.
【Fund】: 国家自然科学基金项目(51208430)
【CateGory Index】: U443.38;U448.27
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【Citations】
Chinese Journal Full-text Database 8 Hits
1 Liu Zhao, Meng Shaoping, Lü Zhitao (Key Lab of RC &PC Structures of Ministry of Education, Southeast University, Nanjing\ 210096, China);Model Tests and Comparative Study of the Pylon's Anchorage Zone of Two Long-span Cablae-stayed Bridges[J];Engineering Science;2003-12
2 Liu Dejun Xu Yaguang Tong Dengguo Ren Weifeng Li Xiaozhen(School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);SEGMENTAL MODEL TEST STUDIES OF COMPOSITE CABLE-TOWER ANCHOR ZONE OF CABLE-STAYED BRIDGE[J];Steel Construction;2009-09
3 LIU Zhaofeng1,MENG Xin2,ZHAO Renda1,YANG Yongqing1 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China; 2.China Academy of Railway Sciences,Beijing 100081,China);Full-scale Model Test for Pylon Segment of Changshou Yangtse River Highway Bridge[J];Journal of Highway and Transportation Research and Development;2009-08
4 ZHONG Ji-wei1,2,HUANG Zhan-jun3,WANG Bo1,2,HE Zu-fa1,2(1.Bridge Science Research Institute Ltd.,China Railway Major Bridge Engineering Group,Wuhan 430034,China;2.Key Laboratory of Bridge Structure Safety and Health of Hubei Province,Wuhan 430034,China;3.Nanchang Municipal Engineering Construction Investment and Development Co.,Ltd.,Nanchang 330038,China);Study of Full-Scale Model Test for Asymmetric Anchor Zone in Pylon of Cable-Stayed Bridge with Twist Plane Back Stays[J];World Bridges;2011-04
5 SU Qingtian,QIN Fei(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Theory and Experiment on Horizontal Mechanical Behavior in Anchorage Zone of Composite Cable-pylon[J];Journal of Tongji University(Natural Science);2011-08
6 Xiang Yiqiang (Zhejiang University)Yi Shaoping (Highway Planning & Design Insitute, MOC, P. R. C. )Du Xiaoqing; Xu Xing (Zhejiang University);STUDY ON THE FULL SCALE SEGMENTAL MODEL OF TOWER OF CABLE STAYED BRIDGE OF THE SECOND YANGTZE RIVER BRIDGE IN NANJING[J];;2000-01
7 DI Jin1,ZHOU Xu-hong1,2,3,YOU Jin-lan1,ZHANG Qian1,2(1.School of Highway,Chang'an University,Xi'an 710064,Shaanxi, China;2.School of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,Gansu,China;3.School of Civil Engineering,Hunan University,Changsha 410082,Hunan,China);Mechanical Property of Cable-pylon Anchorage Zone of Cable-stayed Bridge with Steel Box Girder[J];China Journal of Highway and Transport;2007-04
8 CHEN Kaili(Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan Hubei 430034,China);Mechanical Mechanism of the Steel Anchor Housing in the Anchorage Zones of the Cable Pylons[J];China Railway Science;2008-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHANG Guo-qiang,WU Bo,LIU Kang,ZHANG Feng(Department of Bridge Engineering,Chongqing Communications Research & Design Institute,Chongqing 400067,China);Discussion on Non-uniformity of U-Looped Prestressing Tendons Elongation at Tower Anchorage Zone[J];Journal of Chongqing Jiaotong University(Natural Science);2009-05
2 Qiao Jiangang,Liu Zhicai,Zhao Chuanliang;Analysis on Stress Performance of Shed Portal Frame Steel Anchored Box[J];Urban Roads Bridges & Flood Control;2011-07
3 YU Xian-lin1,ZHANG Qi-zhi2(1.Transportation College of Southeast University,Nanjing 210096,China;2.Wuhan Bridge Science Research Institute Co.Ltd,Wuhan 430034,China);Analysis and test research on mechanical performance for steel-concrete composite anchor structure of cable-stayed bridge pylon[J];Journal of Railway Science and Engineering;2009-05
4 SU Qing-tian,QIN Fei(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);SIMPLIFIED ANALYTICAL MODEL FOR HORIZONTAL MECHANICAL BEHAVIOR OF COMPOSITE CABLE-PYLON WITH STEEL-ANCHOR-BOX IN CABLE-STAYED BRIDGES[J];Engineering Mechanics;2011-S1
5 Sun Yixin (Zhengming Construction Supervision Company Limited of Meizhou City Meizhou 514021,China);Sectional Model Test Study of Cable-to-Pylon Anchorage Zone of a Cable-stayed Bridge[J];Guangdong Architecture Civil Engineering;2012-02
6 CHEN Zhang-Hong1,GU Ping2 (1.The Fourth Division of Road and Bridge,Fujian Provincial Transport Planning and Design Institute,Fuzhou 350001,China; 2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Investigation to Limited Bearing Capacity of Anchored Joints of Girders to Cables in Jiangdong Bridge[J];Highway;2011-03
7 CHEN Xiang-yang,WANG Chang-jiang,BAI Yu-dong,XU Zu-en(Zhejiang Provincial Institute of Communications Planning,Design & Research,Hangzhou 310006,China);Full-Scale Model Segmental Test and Study on Composite Structure of Stell Corbel and Stell Anchor Beam of Jintang Bridge[J];Highway;2011-08
8 ZENG Ding,WANG Guo-liang,XU Qing,XIE Jun(Research Institute of Highway The Ministry of Communications,Beijing 100088,China);Numerical Simulation and Analysis for Stresses Distribution Difference in Different Cable Anchor Plane Direction of the Segment of Cable Tower of Cable-stayed Bridge[J];Journal of Highway and Transportation Research and Development;2006-03
9 TAO Qiyu1,LI Yongle1,HUANG Daoquan2,ZHOU Yiyun2,WANG Yong2 (1.Southwest Jiaotong University,Chengdu Sichuan 610031,China;2.Highway Design & Research Institute,Sichuan Communications Department,Chengdu Sichuan 610041,China);Study on Theoretical Elongation of Small Radius Prestressing Tendons in Anchorage Zone of Cable-stayed Bridge Pylon[J];Journal of Highway and Transportation Research and Development;2009-07
10 WAN Lijun,SHAN Wei(School of Civil Engineering,Northeast Forestry University,Harbin Heilongjiang 150040,China);Comprehensive Analytical Method of Tensioning Elongation of Great Tonnage and Small Radius Annular Prestressing Tendons[J];Journal of Highway and Transportation Research and Development;2011-06
China Proceedings of conference Full-text Database 2 Hits
1 Su Qingtian~*,Qin Fei (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Simplified analysis model for horizontal mechanical behavior of composite cable-pylon with steel-anchor-box in cable-stayed bridge[A];[C];2010
2 LIU Zhi-quan,SHI Xue-fei,RUAN Xin (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);FULL-SCALE MODEL TEST OF A CABLE-STAYED BRIDGE ANCHORAGE ZONE WITH STEEL ANCHOR BEAM[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Jinfang,ZHAO Renda(Southwest Jiaotong University,Chengdu 610031,China);Comparison of evolutionary structural topology optimization methods based on ANSYS[J];Sichuan Building Science;2009-02
2 Xu Maozeng (Management Engineering Department);Fault Detection and Diagnosis of the National Economic System (Ⅱ): the Sturctral Fault Detection with Apptications[J];Journal of Chongqing Jiaotong University;1992-01
3 ;Construction of Stays Anchorage Zone on Cables and Pylons of Chongqing Fengjie Changjiang River Bridge[J];Chongqing Architecture;2004-02
4 Liu XuKai,Yang Liang,Chen MingGui;Analysis of Space Stress in Anchorage Area of Main Pylon of Danlahaihe Bridge[J];Urban Roads Bridges & Flood Control;2003-04
5 CHEN Xing-ye, MA Xiao-yan, SONG Jian-zhong (Bridge and Structure Eng. College, Changsha University of Science and Technology, Changsha 410076, China);The Comparability Analysis and Deduction of a Large Structure Test Model[J];Journal of Changsha Communications University;2004-01
6 YAN Dong huang, TIAN Zhong chu, CHEN Chang song, LI Ya fei (Highway and Bridge Eng. Dept., Changsha Comm. Univ., Changsha 410076, China);Static and dynamic model design of the total bridge of Yueyang Tongting three Tower cable stayed bridge[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;1999-01
7 HU Jian-hua1,HOU Wen-qi2,YE Mei-xin2(1.Hunan Provincial Communications Planning,Survey & Design Institute,Changsha 410011,China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Study of influence factors and formula for the bearing capacity of PBL shear connectors[J];Journal of Railway Science and Engineering;2007-06
8 Jin Zhisheng, Zhu Wanfu, Pong Tonghe Department of Civil Engineering;Experimental Research on Bond Behavior Between Reinforcement and Concrete[J];;1985-02
9 Wang Xin Lü Zhitao (College of Civil Engineering,Southeast University,Nanjing 210096,China);Analysis of load transferring and distribution in anchorage zone of steel-concrete composite pylon under inclined cable forces[J];Journal of Southeast University(Natural Science Edition);2006-04
10 ZONG Zhou-hong 1 ,CHE Hui-min 2 ( 1.College of Civil Engineering and Architectures ,Fuzhou University,Fjian Fuzhou 350002, China; 2.College of Civil Engineering, Southwest Jiaotong University,Sichuan Chengdu 610031; China);Experimental Study of Shear Connector under Static and Fatigue Loading[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-06
China Proceedings of conference Full-text Database 1 Hits
1 Bai Guangliang Pu Qianhui Yang Yongqing School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; Yuan Wancheng State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;Experiment on Bearing Capacity of Shear Connectors for Steel-Concrete Joint Segment of Bridge Pylon[A];[C];2008
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