Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2007-05
Add to Favorite Get Latest Update

Strength calculation of concrete-filled steel tublar short columns under axial compression based on mohr's strength theory

GAO Jinliang,MEI Fuliang(School of Civil Engineering,Jiaxing College,Jiaxing 314001,China)  
The analysis of the stress state for core concrete in concrete-filled steel tubes is carried out.The computational method and approximate formulas of stresses in circular,rectangular section steel tubes subjected to side compression are given.The strength condition is deduced using Mohr's linear strength criteria.Results show that the side compress of the steel tubes contributes to the enhancement of core concrete strength.On that basis the computational formulas of ultimate capacity force for concrete filled circular,rectangular section short columns are established.The results are in line with experimental datum in the corresponding literature.Mohr's linear strength criteria is appropriate for the concrete filled steel tubes.
【Fund】: 嘉兴学院科研基金资助项目(70106004)
【CateGory Index】: TU398.9
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 2 Hits
1 FENG Hong-bo(Wuhan Architectural Design Institute,Wuhan 430014,China);MECHANICS BEHAVIOR OF FRP-PVC CONCRETE COLUMN[J];Low Temperature Architecture Technology;2009-05
2 CHANG Zhan-hong;Ultimate Bearing Capacity of FRP-Concrete Stub Columns under Axial Compression[J];Shanghai Highways;2009-02
Chinese Journal Full-text Database 3 Hits
2 ZHAO Jun-hai1,3 , GU Qiang1 , MA Shu-fang2 (1. School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055; 2. The State-owned No.262 Factory, Xi'an 710061; 3. School of Civil Engineering, Chang抋n University, Xi抋n 710061);THE STUDY OF THE AXIAL COMPRESSIVE STRENGTH OF CONCRETE FILLED STEEL TUBE (CFST) BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J];Engineering Mechanics;2002-02
3 Cai Shaohuai Jiao Zhanshuan(China Academy of Building Research);Behavior and Ultimate Strength of Short Concrete-Filled Steel Tubular Columns[J];Journal of Building Structures;1984-06
Chinese Journal Full-text Database 10 Hits
1 SUN Guoshuai1,ZHAO Yinghua2,GU Wei2,WANG Qingli1 (1.School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;2.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian 116026,China);The influence of slenderness ratio on the ultimate compression of concrete filled CFRP—steel tubular columns[J];Sichuan Building Science;2007-05
2 YAO Minle,GAO Jingliang(College of Architecture & Engineering,Jiaxing University,Jiaxing 314001,China);Experiment research on the capacity of short column with concrete-filled rectangular steel-tube subjected to eccentric compression[J];Sichuan Building Science;2008-02
3 LAI Ying,JIN Guofang(Research Institute of Structural Engineering and Disaster Reduction of Tongji University,Shanghai 200092,China);Comparative study on earthquake behavior of concrete filled steel tubular multi-story composite frame structures[J];Sichuan Building Science;2009-03
4 Wang Fangli; Wang Jiaquan ;Xu Hewen; Li Jianzhi ( Department of Civil Engineering, Beijing Polytechnic University, Beijing, 100022 );Study on Self-stressing Concrete Filled Steel Tube[J];Journal of Beijing Polytechnic University;1998-02
5 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
6 LI Bin,LI XI-le(Architecture and Civil Engineering,School,Inner Mongolia University of Science and Technology,Baotou 014010,China);Finite element analysis of influence of axial load level on mechanical behavior of concrete-filled rectangular tubular frame[J];Journal of Inner Mongolia University of Science and Technology;2007-03
7 LI Xue gang, YU Xiao ming (Dept.of Information & Computer Science, Changsha Communications Univ., Changsha 410076,China);Singular Function Method for Deflection Equations of Beams of Variable Cross Section[J];JOURNAL OF CHANGSHA UNIVERSITY OF ELECTRIC POWER(NATURAL SCIENCE);2000-01
8 Jing Dade, Huang Xiaoguo;Analysis of Nonlinearity and Stability of Large-span Steel Pipe Concrete Arch Bridge[J];Urban Roads Bridges & Flood Control;2008-09
9 Gan Congshi; Zhi Xihua(Zhuhai Qianshan harbor bureau) (Zhongshang public utilities bureau)Tang Chngyi(Zhuhai highway bureau);THE ELASTIC - PLASTIC CONSTITUTION EQUATION AND ULTIMATE CAPABILITY TO STEEL TUBE FILLED IN CONCRETE[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;1998-03
10 Tan Kefeng 1 Pu Xincheng 2 ( 1Department of Materials Science and Engineering, Southwest Institute of Technology, Mianyang 621002) ( 2Department of Materials Science and Engineering, Chongqing Jianzhu University, Chongqing 400045);A Study on the Mechanical Properties of Steel Tubular Very High Strength Concrete[J];Journal of Southeast University;1999-04
China Proceedings of conference Full-text Database 10 Hits
1 Zhao Junhai Gu Qiang (School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,CHINA) Ma Shufang (Department of building construction,No.262 National Company,Xi'an,710061,CHINA);The Testing and the Computation of the Load-bearing Force for Concrete Filled Steel Tube[A];[C];2001
2 LI Zhong-xian (School of Civil Engineering, Tianjin University, Tianjin 300072. China);THEORY AND TECHNOLOGY OF REINFORCED CONCRETE SPLIT COLUMN[A];[C];2005
3 GUO Hong-xiang ZHAO Jun-hai WEI Xue-ying (School of Civil Engineering, Chang'an University, Xi'an 710061, China);UNIFIED SOLUTIONS FOR BEARING CAPACITY OF THE CONCRETE FILLED DOUBLE SKIN STEEL TUBES COLUMN[A];[C];2005
4 LiZhu LiuBin WangRuiFeng;deflection of Steel Tube-Confined Concrete in the lateral impact[A];[C];2007
6 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
7 YAO Guo-huang HAN Lin-hai LIAO Fei-yu (College of Civil Engineering & Architecture, Fuzhou University, Fuzhou 350002, China);Research for the behaviour of self-consolidating concrete filled steel tubes subjected to axial compression[A];[C];2003
8 YU Qing (College of Civil Engineering and Architecture,Fuzhou University,Fuzhou 350002,China);Several Key Issues for the Behaviours of Steel Tube Confined Concrete Columns[A];[C];2005
9 ZHANG Yan ZHANG An-Ge CHEN Meng-cheng HUANG hong (School of Civil Engineering and Architecture,East China Jiao Tong University,Nan Chang 330013);Finite element analysis of slender CFST columns under axial compression[A];[C];2007
10 ~*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
Chinese Journal Full-text Database 10 Hits
1 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin University of Architecture and Engineering)Wei Wenxiang Wu Jianyou(Hebei Institute of Technology);BEHAVIORS OF R. C. " + " SHAPE COLUMNS UNDER CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1994-03
2 Cao Wanlin (Hebei Institute of Technology,Hebei 300132,China) Wang Guangyuan (Harbin University of Architecture and Engineering,Harbin 150006,China) Wu Jianyou Wei Wenxiang (Hebei Institute of Technology,Hebei 300132,China);BEHAVIOR OF "L" SHAPE COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1995-01
3 CAO Wan-lin\+1, HU Guo Zhen\+2, WU Er-jun\+3, ZHOU Ming-jie\+3 (1 Beijing Polytechnic University, Beijing 100022, China;2 Hebei Engineering and Technology College Cangzhou\ 061001; 3 Hebei University of Technology, Tianjin 300132, China);Testing study of seismic behavior for +-shaped column of smaller shear span ratio with concealed column[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-03
4 HUANG Cheng kui, WANG Dan, CUI Bo ( School of Civil Eng. & Archit., Dalian Univ. of Technol., Dalian 116024, China );Study of ultimate axial compression ratio for specially-shaped columns[J];Journal of Dalian University of Technology;2002-02
5 HU Gui-juan1,ZHANG Yu-xin2,NIE Yi-zhu2 (1.Guangxi Polytechnic College of Construction,Nanning 530004,China;2.School of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China);APPLICATION ANALYSIS ON THE REINFORCEMENT OF BRIDGE STRUCTURE WITH CARBON FIBER SHEET[J];Low Temperature Architecture Technology;2008-04
6 GUO Jian1,LIU Wei-qing1,ZANG Ya-ming2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Nantong Prospect Design Co.,Ltd.,Nantong 226006,China);Shaking Table Test of RC Frame of Short-Pier Shear Wall Structure with Special-Shaped Columns[J];Journal of Disaster Prevention and Mitigation Engineering;2008-03
7 YANG Pu~(1), TANG Jian~(1,2), CHEN Ming-di~(1), HUANG Zong-ming~(1)(1.College of Civil Engineering, Chongqing University, Chongqing 400030, China; 2.Department of Civil Engineering, Jiangxi Science&Technology Normal Univercity, Nanchang 330013, China);Analysis on Seismic Capacity for RC Specially Shaped Columns in Different Horizontal Direction[J];Journal of Chongqing University(Natural Science Edition);2005-08
8 Miao Pinzhang (Fujian Post&Telecom Project - Design Institute);The Special-shaped R. C. Columns in Dwelling House[J];FUJIAN ARCHITECTURE & CONSTRUCTION;1999-04
9 Zhang Yaji(Civil Engineering and Architecture Design and Research Institute,Fuzhou University,Fuzhou, 350002);Design of Non-Rectangular Columns in Frame-Structured Houses[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1996-06
10 Yan Dongming1,2,Lin Gao1(1.Department of Civil Engineering at Dalian University of Technology,Dalin Liaoning 116024,China;2.School of Environment & Water Resource,Zhengzhou University,Zhengzhou 450002,China);Behavior of Concrete Under the Triaxial Compression[J];Engineering Science;2007-06
【Secondary Citations】
Chinese Journal Full-text Database 8 Hits
1 Han Linhai;Preliminary Research on the Behavior and Bearing Capacity of the High Strength Concrete Filled Steel Tube[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1996-02
2 Zhong Shantong, Wang Yongchun ( Haerbin Institute of Civil Engineering );Research on Analytical Theory of Axial Compression Member of Concrete Filled Steel Tubes[J];Journal of Building Structures;1980-01
3 Tang Guanzuo Zhao Bingquan Zhu Huixian ( Suzhou Research Institute of Cement Products, Ministry of Building Materials )Shen Ximin ( Ninth Design Institute, Sixth Ministry of Machine Building );Study on the Fundamental Structural Behavior of Concrete Filled Steel Tubular Columns[J];Journal of Building Structures;1982-01
4 Cai Shaohuai Jiao Zhanshuan(China Academy of Building Research);Behavior and Ultimate Strength of Short Concrete-Filled Steel Tubular Columns[J];Journal of Building Structures;1984-06
5 Zhong Shantong, Miao Ruoyu ( Harbin Architectural and Civil Engineering Institute );A Research on the Computation of Bearing Capacity of Concrete-Filled Steel Tubular Members Subjected to Axial Compressive Loading[J];Journal of Building Structures;1984-06
6 Cai Shaohuai, Gu Wanli ( China Academy of Building Research );Behaviour and Ultimate Strength of Long Concrete-Filled Steel Tubular Columns[J];Journal of Building Structures;1985-01
7 Gu Weiping Cai Shaohuai Feng Wenlin (Institute of Building Structures, China Academy of Building Research);Behavior and Ultimate Strength of Steel Tubes Filled with High-strength Concrete[J];Building Science;1991-01
8 Zhao Junhai (Departrment of Architectural Engineering ,Nw.Inst.of Arch.Eng.) Yu Maohong Liu Yunhe Zhang Yongqiang (Institute of Architectural Enineering & Mechanics,Xi′an Jiaotong University);Unified Strength Theory for Concrete and Its Application[J];JOURNAL OF NORTHWESTERN INSTITUTE OF ARCHITECTURAL ENGINEERING;1998-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved