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《China Journal of Highway and Transport》 2013-03
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Calculation and Influencing Factors Analysis of Ultimate Bearing Capacity of T-shaped Perforated Rib Connector

SU Qing-tian,WANG Wei,WANG Rui,WU Chong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China)  
To study the ultimate bearing capacity of the T-shaped perforated rib connector and its influencing factors,15 groups of different T-shaped perforated rib connectors,a total of 45 specimens,were designed and fabricated to explore the ultimate bearing capacity and the failure modes.The different influencing factors for the ultimate bearing capacity and failure modes of T-shaped perforated rib connector were analyzed.Based on the experimental results,the calculation formula for ultimate bearing capacity of the connectors was established.The results show that the T-shaped perforated rib connector is of high bearing capacity and excellent ductility;the web thickness,diameter of hole in the web and concrete strength affect the bearing capacity of T-shaped perforated rib connector obviously,while the web height,number of flanges,diameter of reinforcement bar and flange length have slight effect.This study can provide basic data for designing and application of the T-shaped perforated rib connectors.
【Fund】: “十一五”国家科技支撑计划项目(2009BAG15B02);; 国家自然科学基金项目(50708075)
【CateGory Index】: U441
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【Citations】
Chinese Journal Full-text Database 8 Hits
1 ZHAN Yulin,ZHAO Renda,MAO Xueming(Department of Bridge and Structure Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison of the loading capacity of shear connectors in steel-concrete composite structures[J];Sichuan Building Science;2006-06
2 SU Qingtian* WANG Rui WANG Wei(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Experiments on Mechanical Properties of T-Shape Perforated Rib Connector[J];Structural Engineers;2011-06
3 Xie Su-chao,Tian Hong-qi,Yao Song(Key Laboratory for Traffic Safety on Track of Ministry of Education,Central South University,Changsha 410075,Hunan,China);Finite element analysis of composite structure of eccentric beam and plate[J];Journal of Traffic and Transportation Engineering;2006-04
4 LIU Yu-qing~1,ZHOU Wei-xiang~1,JIANG Jin-song~2(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China; 2.Highway Planning,Survey,Design and Research Institute,Department of Communications,Sichuan Province,Chengdu 610041,China);Experimental Study of Shearing Behavior of Perforated Plate Connector[J];Bridge Construction;2006-06
5 LI Xian-hui1,LI Guo-qiang1,2 (1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Pull-out Experiment on Shear Connector in Embedded Composite Beams with Notched Web[J];Journal of Architecture and Civil Engineering;2009-01
6 WANG Chun-sheng,WANG Ding,WANG Qian,YU Xin,WANG Xin-xin (Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'anUniversity,Xi'an 710064,Shaanxi,China);Finite Element Analysis of Connection for Steel Pylon and Concrete Foundation[J];Journal of Architecture and Civil Engineering;2010-02
7 HU Jian-hua~(1,2),YE Mei-xin~3,HUANG Qiong~3(1.School of Civil Engineering,Hunan University,Changsha 410082,Hunan,China;2.Communications Planning,Survey and Design Institute of Hunan Province,Changsha 410008,Hunan,China;3.School of Civil Engineering and Architecture,Central South University,Changsha 410075,Hunan,China);Experiment on Bearing Capacity of PBL Shear Connectors[J];China Journal of Highway and Transport;2006-06
8 LIU Yong-jian1,ZHANG Ning1,2,ZHANG Jun-guang1(1.Bridge Detection and Strengthening Key Laboratory of Transportation Industry,Chang'an University,Xi'an 710064,Shaanxi,China;2.CCCC First Highway Consultants Co.,Ltd,Xi'an 710075,Shaanxi,China);Mechanical Behavior of Concrete-filled Square Steel Tube Stiffened with PBL[J];Journal of Architecture and Civil Engineering;2012-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHAN Yulin,ZHAO Renda,MAO Xueming(Department of Bridge and Structure Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison of the loading capacity of shear connectors in steel-concrete composite structures[J];Sichuan Building Science;2006-06
2 XU Yan,WANG Yi,LIU Ping ( College of Architectural Science and Engineering,Yangzhou Univercity,Yangzhou 225009,China);Study of formula for the bearing capacity of perforated steel plate connectors[J];Sichuan Building Science;2010-05
3 LI Pengfei,LIU Baodong,XIAO Yingnan(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Influence Analysis of Section Types on Dynamic Characteristics of Bridges with Corrugated Steel Webs[J];Journal of Beijing Jiaotong University;2010-03
4 YANG Guo-tao,WU Chong,SU Qing-tian(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Analysis on the Shear Studs in Composite Girders of Multi-Span Tied Arch Bridge[J];Journal of Beijing University of Technology;2011-12
5 LIU Yu-qing1,FAN Hai-feng1,DAI Liang2(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.Shenzhen Municipal Design & Research Institute Co.,Ltd.,Shenzhen 518029,China);CONSTRUCTION PROCESS SIMULATION OF CORRUGATED GFRP FORMWORK WITH RIBS[J];Fiber Reinforced Plastics/Composites;2010-06
6 NIU Li-ming,YANG Xia-lin (College of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Parameter analysis of plate web length of prestressed concrete composite box girder bridge with corrugated steel webs[J];Journal of Henan University of Urban Construction;2009-03
7 ZHAO Wen-juan1,LIU Fan1,HAN Wei2,CHEN Jian-bing1(1.Department of Civil Engineering,Suzhou Institute of Science and Technology,Suzhou 215011,China,2.Suzhou First Construction Group Co.,Ltd.,Suzhou 215011,China);Experimental studies of construct parameter on link function of perforated plate shear connectors[J];Journal of Henan University of Urban Construction;2011-04
8 YAO Guo-wen1,2,ZHOU Duan-ming1,ZHOU Zhi-xiang1,2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China; 2.Key Laboratory of Bridge-Structure Engineering Ministry of Communications,Chongqing Jiaotong University,Chongqing 400074,China);Study on Stress Transfer in Steel-Concrete Joint of Hybrid Arch Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2008-02
9 WU Wan-zhong,ZHOU Yun-gang,ZHANG Yang-yong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Wheel Load of Bridge Deck of Large-Span Continuous Composite Box Girder[J];Journal of Chongqing Jiaotong University(Natural Science);2009-05
10 Liu Zhicai,Liu Xukai;Analysis on Shear Buckling of Corrugated Steel Web[J];Urban Roads Bridges & Flood Control;2009-07
China Proceedings of conference Full-text Database 10 Hits
1 Fan Haifeng~1,Liu Yuqing~2,He Jun~3 (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Study on flexural performance of hybrid GFRP and concrete bridge deck[A];[C];2011
2 FAN Hai-feng,LIU Yuqing (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);NEW TECHNIQUES FRO APPLICATION OF FRP IN THE BRIDGE DECKS[A];[C];2010
3 Su Qingtian~*,Zeng Minggen,Wu Chong (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Stud shear distribution in composite curved beam with open section[A];[C];2009
4 SU Qing-tian,LI Jie,DONG Bing (Department of Bridge Engineering,Tongji University,Shanghai);MECHANICAL BEHAVIOR ANALYSIS OF REASONABLE DECK FLOOR OF ARCH BRIDGE WITH STEEL GIRDER[A];[C];2011
5 ~*WANG Wei,SU Qing-tian,WU Chong (Department of Bridge Engineering,Tongji University,Shanghai 200092);MECHANICAL BEHAVIOR OF SHEAR CONNECTOR IN CONTINUOUS COMPOSITE GIRDER UNDER CONSTRUCTION[A];[C];2011
6 SU Xiao-bo,LI Xiao-zhen,XIAO Lin,WEI Xing,YI Hong-lan(Southwest Jiaotong University,Chengdu 610031,China);STATE-OF-THE-ART REVIEW AND TREND OF STUDIES ON PBL SHEAR CONNECTOR’S MECHANICAL PROPERTIES[A];[C];2012
7 DONG Chun-yan, LUO Shi-dong, LEI Jun-qing ( School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; The Fourth Reconnaissance Designing Institut of Ministry of Railways, Wuhan 430063, China);Comparing and Study on the Joint Section' s Connect Modes of Hybrid Girder of Self-Anchored Suspension Bridge[A];[C];2006
8 WU Wen-ming, LIU Yu-qing, JIANG Jin-song ( Department of Bridge Engineering, Tongji University, Shanghai 200092, China; Sichuan Provincial Communications Department Highway Planning, Survey, Design and Research Institute, Chengdu 610041, China);Experimental Investigation on Connection Behaviour of Composite Arch Rib[A];[C];2006
9 WANG Jing-quan, LIU Zhao, LIU Qi-wei ( School of Civil Engineering; School of Transportation Engineering, Southeast University, Nanjing 210096, China);Research and Application of Externally Prestressed Steel-Concrete Composite Girder Bridges[A];[C];2006
10 LIU Xue-shan , LIU An-shuang, DAI Tong, LIU Guo-xiang (T. Y. Lin International (Chongqing) Engineering Consultative Co. ,Ltd, Chongqing 401121);Steel-Concrete Transition Segment Design of Chongqing New Shibanpo Yangtze River Bridge[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHAN Yulin,ZHAO Renda,MAO Xueming(Department of Bridge and Structure Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison of the loading capacity of shear connectors in steel-concrete composite structures[J];Sichuan Building Science;2006-06
2 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
3 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
4 Qu Sheng-nian (Beijing University);A PENALTY-ELEMENT METHOD IN FINITE ELEMENT ANALYSIS FOR COMPOSITE STRUCTURES[J];Acta Mechanica Solida Sinica;1982-04
5 Zhu Hengwei;Yang Guangsong;Fang Chifeng(Department 1,National University of Defence Technology,Changsha,410073);SELECTION OF PENALTY FACTOR OF PENALTY ELEMENT METHOD IN FINITE ELEMENT ANALYSIS FOR COMPOSITE STRUCTURES[J];ACTA MECHANICA SOLIDA SINICA;1996-01
6 LIU Yong-jian1,LIU Jun-ping1,CHI Jian-jun2 (1. School of Highway,Chang'an University,Xi'an 710064,China; 2. Liaoning Institute of Communications Design,Shenyang 110005,China);Shear bond behaviors at interface of concrete-filled steel tube[J];Journal of Guangxi University(Natural Science Edition);2010-01
7 Wei Fangfang Lü Zhitao(Southeast University Nanjing 210096) Sun Wenbin(Huaiyin Institute of Technology Huaiyin 223001);NONLINEAR FINITE ELEMENT ANALYSIS OF COMPOSITE STEEL-CONCRETE BEAMS WITH PARTIAL SHEAR CONNECTION[J];Industrial Construction;2003-09
8 Hu Xiamin(Nanjing Architectural and Civil Engineering Institute 210009);DESIGN METHOD OF EUROCODE 4 FOR STEEL-CONCRETE COMPOSITE BEAMS (6) ──Shear connectors[J];;1996-02
9 YuanJingen (Changsha Railway University410075);THE CALCULATION OF COLUMN SUPPORTED SHEAR-WALL STRUCTURESUSING COMBINATION METHOD OF PLAN ELEMENT WITH BAR ELEMENT[J];INDUSTRIAL CONSTRUCTION;1998-08
10 Zhou Weide; Zheng Deyao; Jia Dongyun;RESEARCH ON THE PERFORMANCE OF BENDBAR CONNECTORS IN THE WHOLE TEST──THE SIXTH OF THE SERIAL RESEARCHES ON STEELCONCRETE COMPOSITE TRUSS[J];JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE);1994-04
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