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《》 2005-03
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Model Experimental Study on Working Performance of Concrete-filled Steel Tube Supports

SU Lin-wang1 , ZANG De-sheng2(1. Guangzhou Sihang Institute of Engineering Technology; Guangzhou 510230,China;2.Anhui university of science and Technology, Huainan 232001, China)  
In order to understand the working performance of the concrete-filled steel tubular (CFST) supports. A model experiment study is carried out in this paper. It is found that CFST support has good elastic-plastic behavior and high bearing capacity. The mechanic behavior of CFST supports under load is studied in this paper as well. Conclusions drawn from test results and research have guiding significance and reference value on the design and engineering practice of the concrete-filled steel tube supports.
【CateGory Index】: TU398.9
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 ZANG De sheng 1,LI An qin 2 (1.Huainan Institute of Technical,Huainan 232001,China;2.Institute of Architectural Design, Hefei University of Technology, Hefei 230009,China);Study on concrete-filled steel tube supports[J];Chinese Jounal of Geotechnical Engineering;2001-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WEN Yu-ping,WANG Qing-xiang (School of Civil Engineering and Architecture,Dalian University of Technology,Dalian116024,China);Researches and applications on lower columns subjected to high axial load of tall building[J];Building Science Research of Sichuan;2003-04
2 HUANG Ming-kui~1,LI Bin~2,WANG Ren~1,LIU Hai-sheng~2(1.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan430071,China;2.Department of Civil Engineering,Baotou Steel & Iron Institute,Baotou014010,China;);Analysis of sensitivity factor to bearing capacityof concrete-filled steel tube[J];Building Science Research of Sichuan;2005-01
3 WANG Qing-li~1,ZHAO Chun-lei~1,WANG Jin-yu~1,YU Shu-qin~2(1.College of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;2.Construction Supervision Company Shenyang Jianzhu University,Shenyang 110015,China);Study on cohesiveness between CFRP and steel plate[J];Building Science Research of Sichuan;2005-06
4 WANG Xiuli,XIA Pei (School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);Research for node of CFT column to steel beam connections with stiffening L-plate[J];Sichuan Building Science;2008-06
5 HU Xiao1,2,QIAN Yongjiu1,DUAN Jingmin1(1.College of Civil Engeneering,Southwest Jiaotong University,Chengdu610031,China;2.Sraff Room of Basic Mechanics,Chengdu University of Technology,Chengdu610059,China);Comparative study on the earthquake behavior of concrete filled steel tubular structures[J];Sichuan Building Science;2009-01
6 LIU Shu-biao1,XU Hua-sheng2,RONG Chuan-xin2,YAO Zhi-shu2 (Dingji Mine Construction Project Departmentm,Huainan Mining Group Company,Huainan 232001;2.School of Civil Engineering,Anhui University of Science & Techndogy,Huainan 232001);Test research of vertical reducible joint of freezing shaft wall in the special stratum[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-03
7 CHE Ping,HUANG Hong-wei (Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Application of Similarity Theory to Numerical Analysis on Roof Stability of Karst Cave[J];Chinese Journal of Underground Space and Engineering;2007-04
8 Tu Yongqing Li Cong(Dept.of Civil Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100083,China);Integral method for ultimate load analysis of concrete-filled steel tubular columns[J];Journal of Beijing University of Aeronautics and Astronautics;2005-10
9 Xiao Jianzhuang Long Haiyan Shi Xuefei( Tongji University) Song Zhiyuan(Shanghai Jiujian Strengthening Co. Ltd);EXPERIMENTAL STUDY ON CONFINEMENT BEHAVIOR OF CONCRETE COLUMNS WITH VARIOUS SECTION SHAPES BY GFRP[J];Fiber Reinforced Plastics/Composite;2003-04
10 LI Bin,WEN Yang2(Architecture and Civil Engineering School,UIST Baotou,Baotou 014010,China);Summary on the behaviors of concrete-filled steel tube[J];Journal of Baotou University of Iron and Steel Technology;2003-01
China Proceedings of conference Full-text Database 10 Hits
1 Hu Shu-guang He Yong-jia Lu Lin-nu Ding Qing-jun (Wuhan University of Technology 430070);Investigation of Internal Curing Effects on the Properties of High-strength Micro-expansive Concrete[A];[C];2005
2 ;方钢管混凝土梁柱节点的研究现状[A];[C];2004
3 Wang Lai, Wang Qing, Yin Yanxia ( College of Civil Engineering and Architecture,Shandong University of Science and Technology, Qingdao, 266510 );Study on Fire Resistance Behavior of Concrete Filled Steel Tube Structure[A];[C];2006
4 Wang Lai, Wang Qi, Yin Yanxia ( College of civil engineering and architecture, Shandong University of Science and Technology, Qingdao, 266510 );Study on Performance of Concrete-filled + Shaped Tubular Steel Stub Column under Axial Compression Load[A];[C];2006
5 Yin Yanxia, Wang Lai ( Shandong University of Science and Technology, Qingdao, 266510 );Research on Restoring Force Model of Concrete-filled Rectangular Tubular Structures[A];[C];2006
6 Wenyang Li bin (Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou,014010);Analysis of sensitivity factor of concrete filled steel tube moderate long columns[A];[C];2008
7 XIN Limin WANG Tiecheng ZHANG Ling (School of Civil Engineering,Tianjin University.Tianjin 300072,China);Experimental and Theoretical Study on Hysteretic Behavior of Concrete-Filled Rectangular Steel Tubular Repaired Frame[A];[C];2007
8 Yi Jianlong, Li Changhong, Chen Shuifu (Zhejiang Hangxiao Steel Structure Co. , LTD. , Hangzhou 310003 China; Guangxi Province Architectural Design and Research Institute, Nanning 530011, China; Department of Civil Engineering, Zhejiang University, Hangzhou 310027 , China);Ultimate Load-capacity Analysis of Eccentrically Loaded RC Columns After Fire[A];[C];2006
9 YE Wei, SHEN Rui-li, TANG Mao-lin (School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031, China);Research on Ultimate Load Capacity of Steel-Encased Concrete Tower of Suspension Bridge[A];[C];2006
10 YE Zai-li ZHANG Su-mei (School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Bearing capacity of high-strength concrete-filled rectangular steel tubes under axial compression[A];[C];2001
【Co-references】
Chinese Journal Full-text Database 5 Hits
1 Liu Wenlian(Kunming Prospecting Design Institute of China Nonferrous Metals Industry Kunming 650011)Liu Zheng Liu Pengcheng(College of Architectural Engineering,Kunming University of Science and Technology Kunming 650224);EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION[J];Industrial Construction;2008-08
2 ZANG De sheng (Dept. of civil Engineering,Anhui University of Science and Technology,Huainan 232001,China);The principles and practice of steel tube support filled with concrete[J];JOURNAL OF HUAINAN INSTITUTE OF TECHNOLOGY;2002-02
3 LING Li1,TANG Chun-an2,YANG Ju-ying3,WANG Shu-hong1,ZHANG Yong-bin2 (1. School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China; 2. School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China; 3. Research Centre for Numerical Tests on Material Failure,Dalian University,Dalian 116622,China);Three-dimensional numerical simulation of mechanical propreties for short concrete-filled circular steel tubes[J];Concrete;2008-02
4 SULin- wang1,WANGWei2(1.Guangzhou SihangInstitute ofEngineeringTechnology,Guangzhou 510230,China;2.School ofCivil Engineering,Tongji University,Shanghai 200092,China);FEA of Working Performance of CFST Support Member[J];Port & Waterway Engineering;2005-09
5 ZANG De sheng 1,LI An qin 2 (1.Huainan Institute of Technical,Huainan 232001,China;2.Institute of Architectural Design, Hefei University of Technology, Hefei 230009,China);Study on concrete-filled steel tube supports[J];Chinese Jounal of Geotechnical Engineering;2001-03
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