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《Journal of Zhengzhou University(Engineering Science)》 2012-06
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Mechanical Behavior Analysis of Cable-Girder Anchorage Based on Two Kinds of Structure Form

GAO Xiao-ni1,HE Shuan-hai2,SONG Yi-fan2(1.Research Institute of Highway,Ministry of Transport,Beijing 100088,China;2.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang' an University,Xi'an 710064,China)  
According to the deficiency of numerical simulation analysis on segment selection in existing suspender anchorage zone and the characteristic of suspender anchorage zone structure in existing cable-stayed and self-anchored suspension combination bridge,8 shell element models analysis of two anchorage zone structures about four diffident anchor segment length were established.Stress distribution,displacement and buckling behavior of anchorage zone on the 8 models were compared.The comparison shows that,when the same anchorage structure form is adopted,the influences of anchor segment length on the stress distribution of anchorage zone are large;the variation of overall deflection in the anchorage zone tends to be stable with the segment length increase;the segment length section have significant effect on buckling behavior of anchor structure.No matter what kind of anchor construction set is adopted,the selection length of anchor segment is at least 2 times height of girder away from anchorage zone in order to reflect mechanical characteristics of anchor structure.The results can be used as a reference for numerical simulation and model tests of anchor structure.
【Fund】: 国家西部交通建设项目(2011318812970)
【CateGory Index】: U448.27
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【Citations】
Chinese Journal Full-text Database 9 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 PENG Xia1,2,WANG Xing-nai1,2(1.Shandong Jiaotong University,Jinan 250023,China;2.Chang'an University,Xi'an 710064,China);Finite Element Analysis of Cable-Girder Anchorage Zone for Cable-Stayed Bridge with Steel Anchor Box[J];Highway;2009-09
3 ZHENG Gang,WANG Tian-liang(Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China);Testing Scheme Design for Load Transferring and Fatigue Performance of Suspender Anchor Boxes of Liede Bridge[J];World Bridges;2009-01
4 HAN Fuqing,YANG Chengbin,LOU Jian,YANG Jianya(School of Civil Engineering, Hefei University of Technology, Hefei 230009, China);Mechanical analysis of anchorage area of cable support tower of Anqing Changjiang Highway Bridge[J];Journal of Hefei University of Technology(Natural Science);2002-06
5 Peng Miao~(1)) Chen Shengping~(1)) Yu Tianqing~(1)) Zheng Gang~(2)) Li Xinghua~(2)) (Department of Civil Engineering, Hubei Polytechnic University, Wuhan, 430068)~(1)) (Bridge Science Research Institute, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhan 430034)~(2));Anchorage Zone of Cable-stayed Tower in Badong Changjiang Highway Bridge: Model Test and Spatial Stress Analysis[J];Journal of Wuhan University of Technology;2004-05
6 LIU Qing kuan 1, QIANG Shi zhong 2, ZHANG Qiang 2, CHEN Wei qing 2 (1. Shijiazhuang Railway lnstitute, Shijiazhuang 050043, China; 2. Department of Bridge and Structure Engineering, Southwest Jiaotong University, Chengdu 610031, China);Analysis of Stress in Anchorage Zone between Box shaped Steel Beam and Cable in Cable stayed Bridge[J];Bridge Construction;2001-05
7 WU Chong,WEI Jie-ding,ZENG Ming-gen,SU Qing-tian(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Experimental Study of Static Force in Cable and Girder Anchor Zone of Cable-Stayed Bridge of Shanghai Changjiang River Bridge[J];Bridge Construction;2007-06
8 XIONG Gang1,2,XIE Bin1,2,HUANG Si-yong1,2,DAI Shao-xiong1(1.Tianjin Municipal Engineering Design and Research Institute,Tianjin 300051,China;2.Tianjin Science and Technology Innovation Base About Road and Bridge,Tianjin 300051,China);Space Analysis of Steel Anchor Box for Cable-tower Anchorage of Tianjin Baoding Bridge[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2009-04
9 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
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LU Lin-feng(Schooll of Civil Engineering,Chang'an University,Xi'an 710061,China);Influence of swing columns on second-order effect of portal frame[J];Sichuan Building Science;2006-04
2 JIN Jie(Liaocheng University,Liaocheng 252059,China);Research on space force of the single-span stone arch bridge[J];Sichuan Building Science;2010-06
3 ZHANG Juntao1,JIANG Libin2,TANG Chunfeng3(1.Shanghai Investigationg Design & Research Institute,Shanghai 200434,China;2.Fareast Group Net Shanghai Fortune Aluminum Work Co.LTD.,Shanghai 200023,China;3.China Petroleum Engineering & Construction Corporation,Beijin 100011,China);Using FEM analysis on slide of concrete gravity dam[J];Sichuan Building Science;2010-06
4 HU Yifeng LIU Wenhui(1.Anyang Urban and Rural Construction and Design Institute,Anyang 455000,China;2.Anyang Roads Authority,Anyang 455000,China);The Finite Element Analysis on Short Pier Shear Wall with Stiffening Beams[J];Journal of Anyang Institute of Technology;2008-06
5 DING Chun lin;Analysis of Spatial Load on Metro Station with Structural Joints[J];Underground Space;2003-03
6 XU Jiang et al;Study on the Interaction between Underground Excavation and Foundation of High-rise Building[J];Underground Space;2004-04
7 CHEN Jin-feng et al;Comparative Analysis on Ultimate Bearing Capacity of Two Large Diameter Rock-socketed Piles[J];Underground Space;2004-04
8 DING Chun-lin,ZHU Kai,YE Dan(Key Lab.of Road and Traffic Engineering,Ministry of Education at Tongji Univ.,Shanghai 200092,China);Analysis on Inhibiting Factors of Inrushing Plastic Failure Caused by Confined Water in Foundation Pit[J];Chinese Journal of Underground Space and Engineering;2009-S2
9 Li Ning~(1,2),Xu Jiancong~(1,2) (1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University,Shanghai 200092,China; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Analysis on Deformation of Soil Nailing Foundation Pit Based on Tri-Beam Combination Element[J];Chinese Journal of Underground Space and Engineering;2010-S1
10 Wang Peiyun Wang Jianxing(Col.of Architectural Engineering,North China Univ.of Tech.,100144,Beijing,China);Modal Analysis of Antiquity QND-styled Concrete Construction[J];Journal of North China University of Technology;2012-01
China Proceedings of conference Full-text Database 10 Hits
1 Li Gen,Tang Chun'an,Li Lianchong (Institute For Rock Instability and Seismicity Research,Dalian University of Technology,Dalian 116024,China);A New Low-order Stability Finite Element for Fully Coupled Consolidation Analysis[A];[C];2011
2 Zheng Yulei,Zhang Mingxu,Yuan Shengwan,Guo Junkang (Shenji Group Kunming Machine Tool Company Limted,Kunming 650203,China State Key Laboratory for Manufacturing Systems Engineering,Xi'an Jiaotong University Xi'an 710049,China);Finite Element Analysis and Optimization Design on the Column of a High Speed Machine Tool[A];[C];2011
3 ;板簧支架动态外载的计算和疲劳分析[A];[C];2011
4 Lu Yangze Li Lijun Zhang Mingfeng (CERI qinhuangdao Co.,Ltd);Prediction and Analysis on the Growth of Water Flowing Fracture With Filling Mining[A];[C];2010
5 Zhou Chungui~1,Xie Shilin~2,Hujie~3,Zhang Xinong~2 (College of Mechatronic Engineering,North University of China,Taiyuan,030051,P.R.China)~1 (Department of Engineering Mechanics/ MOE Key Laboratory for Strength and Vibration,School of Aerospace,Xi'an Jiaotong University,Xi'an 710049,P.R.China)~2 (Institute of System Engineering,CAEP,Mianyang,621900,P.R.China)~3;Hybrid Modeling based on the Finite Element Method and Neural Network[A];[C];2011
6 GAO Bao-kui (Department of Oil and Gas Engineering, China University of Petroleum, Beijing 102249, China);Dynamic Study on Deep Water Riser Using Finite Element Method[A];[C];2007
7 Wang Jialin School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;Rotation analysis in solid elements and its aplicaton[A];[C];2010
8 LU Jun,WU Qingxi,YANG Mingzhu(College of Civil Engineering,Hohai University,Nanjing,Jiangsu 210098,China);Reliability analysis of large-scale non-linear structures[A];[C];2010
9 Guo Haiqing1,2,Wu Zhongru3(1.Research Institute of Geotechnical Engineering,Hohai University,Nanjing,Jiangsu 210098,China;2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing,Jiangsu 210098,China);Arch dam load distribution method composed of elastic ground cantilever system and finite block element[A];[C];2010
10 Ke Min-yong Chen Song Song Zhi-tong Liu Hai-xiang Hong Xiao-lin(Nanjing Hydraulic Research Institute,Nanjing 210029);Mesomechanics Numerical Analysis for Creep of High Strength Concrete[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHENG Qiang 1, LIU Yong jian 2, LI Chuan xi 2 (1.Foshan Comm. Development Corporation, Foshan 528000, China; 2.Changsha Comm. Univ., Changsha 410076, China);Finite Element Analysis of Steel Anchor Box of Fo-Chen Bridge[J];Journal of Changsha Communications University;2000-04
2 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
3 BAI Guang-liang,PU Qian-hui,XIA Zhao-guang(School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China);Analysis of 3D Finite Element Models for Concrete Pylon Steel-anchor-box in Long-span Cable-stayed Bridge[J];Journal of Highway and Transportation Research and Development;2008-08
4 DING Xue-song,XIONG Gang,XIE Bin(Tianjin Municipal Engineering Design and Research Institute,Tianjin 300051,China);Development and Application of Anchor Structure for Cable and Girder of Long Span Steel Box Girder Cable-Stayed Bridge[J];World Bridges;2007-04
5 WEI Qi-fen(Hubei Provincial Communication Planning and Design Institute,Wuhan 430051,China);Application of Steel Anchor Boxes to Anchorage Zones in Pylons of Cable-Stayed Bridges[J];World Bridges;2008-02
6 Han Guangdong 1) Lu Tianshou 2) Guan Changsheng 3) (College of Civil Engineering,Wuhan Umiversity,Wuhan 430079)) 1) (Chen Zhen Zhenye Real Estate Co.Ltd,Shen zhen 518008) 2) (College of Naval Architecture & Civil Engineering,;The Random Time Dependent Strength and Stiffness Model and Their Resistance Analysis of Reinforced Concrete Structure[J];Journal of Wuhan University of Technology;2001-01
7 Xiang Musheng 1) Tian Xiaobin 2) Xu Hua 3) Huang Zhigang 2) Zhang Kaiyin 1) (College of Transportation,WUT,Wuhan 430063) 1) (Hubei Province Highway & Bridge Company,Wuhan 430053) 2) (Jingzhu Express way Constructi;Stress Test Technique to Prestressed Concrete Beam Bridge[J];Journal of Wuhan University of Technology;2001-03
8 WANG Feng jun, XIANG Yi qiang (Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);The Full-scale Model Test and Spatial Analysis for the Segment of Cable Pylon of Cable-stayed Bridge[J];Bridge Construction;2001-02
9 ZHANG Qi-zhi~1,LI Ming-jun~2(1.Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China;2.Guangzhou South China Road and Bridge Industrial Co.,Ltd.,Guangzhou 510640,China);Segmental Model Test Study of Steel and Concrete Composite Anchor Zone on Pylon of Cable-Stayed Bridge[J];Bridge Construction;2006-03
10 ZENG Ming-gen,SU Qing-tian,WU Chong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Numerical Calculation of Stress Conditions of Anchorage Zone in Composite Pylon of Shanghai Changjiang River Bridge[J];Bridge Construction;2007-05
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