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《铁道科学与工程学报》 2005-03
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Research on concrete filled steel tubular stubs with new type dumbbell section

SHENG Ye~1,CHEN Bao-chun~1, HUANG Fu-yun~1, XIAO Ze-rong~2(1.College of Civil Engineering, Fuzhou University, Fuzhou 350002, China;2. Fuzhou Planning & Design Research Institute, Fuzhou 350003, China)  
AbstrcatDumbbell-shaped section is often used in concrete filled steel tubular (CFST) arch rib; whereas great stress is likely to produce cracks in the weld sealing between steel tube and web plates when concrete is filling into the web space. Therefore a new type dumbbell section is proposed, in which instead of concrete in the web space is the stiffening H-shape steels. Analysis indicates that the possibility of broken accident is very small because no concrete will fill into the web space in this new type dumbbell section. Experimental research on CFST stubs with new type dumbbell sections subjected to axial loads are carried out. Research results indicate that CFST stubs with new type section behaves similarly to those with traditional section and its ultimate load-carrying capacity can be estimated with the same methods.
【Fund】: 福建省重大科技项目(2003F007)
【CateGory Index】: TU398.9
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【References】
Chinese Journal Full-text Database 8 Hits
1 DING Fa-xing1,2,LI Da-wen1,YU Zhi-wu1,OU Jin-ping2(1.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Behavior of axially loaded concrete-filled steel tubular dumbbell shaped stub columns[J];Journal of Railway Science and Engineering;2011-02
2 SHENG Ye(College of Transportation,Fujian Agriculture and Forestry University,Fuzhou,Fujian 350002,China);Out-of-plane mechanical properties analysis of new type dumbbell-shaped long columns under axial loads[J];Journal of Fujian Agriculture and Forestry University(Natural Science Edition);2011-06
3 SHENG Ye,CHEN Bao-chun,WEI Jian-gang(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China);Experimental research on concrete filled steel tubular stubs with new type dumbbell section under eccentrical loads[J];Journal of Fuzhou University(Natural Science Edition);2007-02
4 CHEN Bao-chun1,SHENG Ye2 (1. College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 351018, China; (2. College of Transportation, Fujian Agriculture and Forestry University, Fuzhou, Fujian 350002, China);RESEARCH ON LOAD-CARRYING CAPACITY OF CONCRETE FILLED STEEL TUBULAR DUMBBELL SHAPED RIB ARCH UNDER IN-PLANE LOADS[J];Engineering Mechanics;2009-09
5 CHEN Bao-chun(College of Civil Engineering and Architectures,Fuzhou University,Fuzhou 350108,China);Application and Research Progress of Concrete-Filled Steel Tubular Arch Bridges[J];Highway;2008-11
6 Li Yan Zhao Junhai Liang Wenbiao Zhang Dongfang(School of Civil Engineering,Chang' an University,Xi'an 710061,China);STUDY ON ULTIMATE BEARING CAPACITY OF DUMBBELL SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY[J];Industrial Construction;2013-05
7 ZOU Li qiong1,YE Jian shu2,GUO Zhi gang3,TAO Hai feng4(1.Communications Planning and Design Institute of Hubei Province,Wuhan 430051;2.Transportation College,Southeast University,Nanjing 210096;3.Shanghai Tongji University,Shanghai 200000;4.Highway Authority in Jinan City,Jinan 250013,China);Study on the Process of Broken Accident for CFST Arch Ribs of Dumbbell-shaped Cross Section[J];Soil Engineering and Foundation;2010-06
8 WU Chun-qiao,SHENG Ye,HUANG Wen-jin(College of Transportation and Civil Engineering,Fujian Agriculture and Forestry University,Fuzhou 350002,China);Calculation Method of the Load-carrying Capacity of New Type Dumbbell-Shaped CFST Arch Rib[J];Journal of Beihua University(Natural Science);2013-03
【Citations】
Chinese Journal Full-text Database 3 Hits
1 CHEN Bao-chun , HUANG Fu-yun , SHENG Ye (College of Civil Engineering and Architecture, Fuzhou University, Fujian Fuzhou 350002, China);EXPERIMENTAL STUDY OF CONCRETE-FILLED STEEL TUBULAR DUMBBELL SHAPED SHORT COLUMNS UNDER CONCENTRIC LOADS[J];Engineering Mechanics;2005-01
2 CHEN Bao-chun,HUANG Fu-yun,XIAO Ze-rong (College of Civil Engineering and Architecture, Fuzhou University,FujianFuzhou350002,China);Equivalent Single Circular Tube Method for Ultimate Load-carrying Capacity of Concrete Filled Steel Tubular Dumbbell Shaped Short Columns[J];Journal of Highway and Transportation Research and Development;2004-06
3 CHEN Bao-chun , XIAO Ze-rong, WEI Jian-gang ( School of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China; Fuzhou Planning Design and Research Institute, Fuzhou 350003, China);Analysis on stresses of dumbbell-shaped cross-section of CFST arch rib during concrete pouring construction[J];China Journal of Highway and Transport;2005-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 SHENG Ye (Fujian Agriculture and Forestry University,Fuzhou 350002);Finite Element Analysis on Concerte Filled Steel Tubular Beam with Dumbbell Shaped[J];Journal of Yangtze University(Natural Science Edition) Sci & Eng V;2010-02
2 LI Chuan-xi,XIA Gui-yun, ZHANG Jian-ren (Changsha University of Science and Technology, Changsha 410076,China);Compressive stiffness of composite concrete-filled steel tube[J];Journal of Chongqing Jiaotong University;2004-02
3 QIU Lin,SUN Ji-biao(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis on Stability of Concrete Filled Steel Tube Arch Bridge in Construction[J];Journal of Chongqing Jiaotong University(Natural Science);2008-03
4 TONG Jian-sheng,ZHOU Shui-xing,SUN Ce-shi(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis on Pouring Sequence of CFST Arch Bridge with Six Tubes[J];Journal of Chongqing Jiaotong University(Natural Science);2010-03
5 Cui Jun;Analysis of Structure Internal Force Nonlinearity of Chun'an Nanpu Bridge[J];Urban Roads Bridges & Flood Control;2004-02
6 Lin Chunhui;Simplifying Calculation Method of Bearing when Pouring Arch Rib Concrete of Truss Type Steel Pipe Concrete Arch Bridge[J];Urban Roads Bridges & Flood Control;2007-08
7 Lou Junjie, Ma Minsheng, Qin Yonggang;Study of Stabilizing Characteristics of Deck Single-rib Arch Bridge[J];Urban Roads Bridges & Flood Control;2009-02
8 XIA Guiyun1, ZENG Qingyuan2, LI Chuanxi1, ZHANG Jianren1(1.Changsha Communications University, Changsha 410076,China; 2.School of civil and architectural, Central South University, Changsha 410075,China);Analysis and Computation of Compressive Stiffness for Concrete-filled Steel Tube[J];Journal of Changsha Communications University;2003-01
9 DING Fa-xing1,2,LI Da-wen1,YU Zhi-wu1,OU Jin-ping2(1.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Behavior of axially loaded concrete-filled steel tubular dumbbell shaped stub columns[J];Journal of Railway Science and Engineering;2011-02
10 Ma Guijun, Liu Haixia, Pang Jing(Heilongjiang Institute of Technology, Harbin 150050, P. R. China);The Analysis of Calculating Methods on Rigid Degree of Arch Rib for Steel-concrete Pipe Arch Bridge[J];Journal of Northeast Forestry University;2004-03
China Proceedings of conference Full-text Database 10 Hits
1 LIN Xiao-kang~1,YE Bin~1,Huang Ming-hui~2 (1.Xiamen Academy of Building Research,Xiamen Center of Construction Engineering Inspection,Xiamen 361004,China; 2.Xiamen Academy of Building Research,Xiamen Center for Quality Test of Construction Engineering,Xiamen 361004,China);Mechanical behavior of High-performance Concrete Filled CHS Stub Columns after Exposure to High Temperature[A];[C];2007
2 ~*HUANG Chao~(1,2),HAN Xiao-lei~(1,2),JI Jing~(1,2),Tang Jiamin~1 (1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,Guangdong 510640,China; 2.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou,Guangdong 510640,China);Experiment and research on axially loaded high strength concrete filled steel tubular stub columns[A];[C];2009
3 YAO Guo-huang HAN Lin-hai (College of Civil Engineering and Architecture,Fuzhou University,Fuzhou 350002,China);Design calculation of concrete filled steel tubular beam-colunms with circular sections-world code comparison[A];[C];2001
4 WEI Zhuo-bin (Teaching Section of Navy Harbor,Navy Logistic Institute,Tianjing 300450,China);Background and main contents of 《The Technical Code for Early-Strength Composite Structures》[A];[C];2001
5 YANG You-fu HAN Lin-hai (School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China; Collage of Civil Engineering & Architecture,Fuzhou University,Fuzhnu 350002,China);Comparison of design method of load-bearing capacity of concrete-filled steel tubular members with rectangular sections[A];[C];2001
6 ZHANG Yue-feng WANG Shu-feng (Design & Research Inst.of China building Standard,Beijing 100044,China; Benxi Huaxia Group Ltd.,Benxi 117000,China);Design of Benxi residential house adopted CFST columns[A];[C];2001
7 TIAN Chun-yu NIE Jian-guo (Dep.of Civil Engineering Tsinghua University,Beijing 100084,China);Effective widths of concrete slab for composite steel-concrete beams[A];[C];2001
8 WANG Qing-fi WANG Lian-guang (Department of Civil Engineering,Shenyang Architectural and Civil Engineering Institute,Shenyang 110015 China);Study on the calculation method of bending strength of steel reinforced concrete beams with I shaped steel members[A];[C];2001
9 HUANG Fu-yun CHEN Bao-chun (College of Civil Engineering and Architectures Fuzhou University, Fuzhou 350002, China);Experiment on dumbell concrete- filled steel tube short columns under axial loads[A];[C];2003
10 XIAO Ze-rong (Fuzhou Planning Design & Research Institute,Fujian,Fuzhou 350003,China);Brief Talk About Design of Special-Shape CFST Arch Bridge[A];[C];2005
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 SHENG Ye (Fujian Agriculture and Forestry University,Fuzhou 350002);Finite Element Analysis on Concerte Filled Steel Tubular Beam with Dumbbell Shaped[J];Journal of Yangtze University(Natural Science Edition) Sci & Eng V;2010-02
2 Tu\ Lin (Department of Bridge Engineering,Chongqing Jiaotong Institute 400074);The Bearing Capacity Calculating of the CFST Arch Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-02
3 CHEN Bao-chun,HUANG Fu-yun(College of Civil Engineering,Fuzhou University,Fuzhou 350002,China);Calculation of ultimate load-carrying capacity of eccentrically loaded concrete filled steel tubular (CFST) columns with initial stresses[J];Journal of Changsha Communications University;2008-02
4 CHEN Yun-ming,HUANG Fu-yun,CHEN Bao-chun(College of Civil Engineering,Fuzhou University,Fuzhou 350108,China);The influence of initial stress on the behavior of concrete filled steel tubular dumbbell shaped long columns[J];Journal of Changsha Communications University;2008-04
5 DING Fa-xing1,2,LI Da-wen1,YU Zhi-wu1,OU Jin-ping2(1.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Behavior of axially loaded concrete-filled steel tubular dumbbell shaped stub columns[J];Journal of Railway Science and Engineering;2011-02
6 LI Bin,XUE Gang,ZHANG Yuan(Architectural Engineering Department, Baotou Steel Institute, Baotou 014010,China);Experimental study on behaviors of concrete filled steel tubular frame[J];Earthquake Engineering and Engineering Vibration;2002-05
7 Chen Baochun,Wei Jiangang (College of Civil Engineering and Architectures, Fuzhou University, Fuzhou 350002,China);Effect of rigidities of concrete filled steel tubular (single tube) arch rib on its dynamic characteristics[J];Earthquake Engineering and Engineering Vibration;2004-03
8 You Jingtuan,Han Linhai(College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China);Experimental study on high-performance concrete filled steel tubular column subjected to cyclic loading[J];Earthquake Engineering and Engineering Vibration;2005-03
9 Song Yupu, Zhao Guofan (Dept. of Civil Engineering, DUT);Endochronic Damage Constitutive Model for Concrete[J];Journal of Dalian University of Technology;1990-05
10 WEI Jian-gang, CHEN Bao-chun(College of Civil Engineering and Architecture, Fuzhou University, Fuzhou, Fujian 350002, China);Finite element methods for analysis on material nonlinearity of concrete-filled steel tubular arch[J];Journal of Fuzhou University(Natural Sciences Edtion);2004-03
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHAO Jingang,ZHAN Yulin,ZHAO Renda(Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China);Study of ultimate load-bearing capacity of half-through CFSB tied beam-arch combined bridge on high-speed railway[J];Sichuan Building Science;2012-02
2 Zhou Xiang;Finite Element modeling of Concrete-Filled Steel Tubular Column under cyclic loading[J];Fujian Construction Science & Technology;2011-06
3 SHENG Ye(College of Transportation,Fujian Agriculture and Forestry University,Fuzhou,Fujian 350002,China);Out-of-plane mechanical properties analysis of new type dumbbell-shaped long columns under axial loads[J];Journal of Fujian Agriculture and Forestry University(Natural Science Edition);2011-06
4 CHEN Bao-chun(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China);View and review of arch bridge technology[J];Journal of Fuzhou University(Natural Science Edition);2009-01
5 CHEN Bao-chun1,SHENG Ye2 (1. College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 351018, China; (2. College of Transportation, Fujian Agriculture and Forestry University, Fuzhou, Fujian 350002, China);RESEARCH ON LOAD-CARRYING CAPACITY OF CONCRETE FILLED STEEL TUBULAR DUMBBELL SHAPED RIB ARCH UNDER IN-PLANE LOADS[J];Engineering Mechanics;2009-09
6 CHEN Bao-chun(College of Civil Engineering and Architectures,Fuzhou University,Fuzhou 350108,China);Application and Research Progress of Concrete-Filled Steel Tubular Arch Bridges[J];Highway;2008-11
7 GAO Xin1,OU Jin-ping1,2(1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Commonly Encountered Damages in Cable Members of CFST Arch Bridge and Their Detection Methods[J];Highway;2012-03
8 LIU Zhenyu 1,CHEN Baochun 2(1.School of Civil Engineering,Huaqiao University,Xiamen Fujian 361021,China;2.School of Civil Engineering,Fuzhou University,Fuzhou Fujian 350108,China);Analysis on Thermal Debonding and Stress of CFST Truss Arch[J];Journal of Highway and Transportation Research and Development;2011-07
9 Li Yan Zhao Junhai Liang Wenbiao Zhang Dongfang(School of Civil Engineering,Chang' an University,Xi'an 710061,China);STUDY ON ULTIMATE BEARING CAPACITY OF DUMBBELL SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY[J];Industrial Construction;2013-05
10 WEI Jian-gang,FU Bin,CHEN Bao-chun(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China);ANALYSIS OF TORSIONAL LOAD FOR CFST DUMBBELL SECTION[J];Engineering Mechanics;2013-07
【Secondary Citations】
Chinese Journal Full-text Database 6 Hits
1 Tu\ Lin (Department of Bridge Engineering,Chongqing Jiaotong Institute 400074);The Bearing Capacity Calculating of the CFST Arch Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-02
2 Liu Jingfu (Fuzhou Planning Design Resarch Institute);SECTION DESIGN OF RIB ARCH OF DUMBBELL-SHAPED ARCH BRIDGE OF CONCRETE FILLED STEEL TUBE[J];Fujian Architecture & Construction;1996-03
3 He Guoheng Zheng Zhen Lin Ermiao (College of Civil Engineer and Architetures,Fuzhou University,Fuzhou,Fujing,350002,China);Cross Section Design of Bending and Compressing Members of Concrete Filled Steel Tube of Dumbbell Shape[J];Fujian Architecture & Construction;2001-S1
4 CHEN Bao-chun 1, OU Zhi-qing 2, WANG Lai-yong 1, HAN Lin-hai 1 (1. College of Civil Engineering and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China; 2. Fujian Engineering College, Fuzhou, Fujian 350002, China);Experimental study on carrying capacity of concrete filled steel tubular column under eccentric load[J];Journal of Fuzhou University(Natural Sciences Edtion);2002-06
5 CHEN You-jie, CHEN Bao-chun (College of Civil Engineering and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China);Bi-nonlinear finite element analysis of concrete-filled steel tubular arch with truss ribs[J];Journal of Fuzhou University(Natural Sciences Edtion);2003-01
6 Qin Rong Xie Xiaoli Peng Wenli Li Xiumei(Guangxi University) Zhang Jianmin(South China University of Technology);ANALYSIS FOR CRACKING ACCIDENTS OF CONCRETE-FILIED-STEEL-TUBE ARCH BRIDGE[J];;2001-03
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