Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2013-05
Add to Favorite Get Latest Update

The finite element analysis on torsional behavior of CFRP reinforced RC columns subjected to combined action of force

LI Jiong;LIU Zheng;LIU Yanzi;CHEN Xin;Faculty of Architectural Engineering,Kunming University of Science and Technology;  
In the axial force existence situation,the carbon fiber longitudinal and circumferential inadequate bearing capacity of reinforced concrete column in a monotonic torque under bending shear reinforcement to the wound,and inadequate performance bearing capacity,completed 11 root carbon fiber reinforced columns of the finite element model of nonlinear analysis,including nonreinforcement column and reinforcement column of carbon fiber of paste layer number,the location and orientation to be the test parameters to observe the specimen failure modes,and determination of specimens by the torsion capacity and reverse angle and steel,concrete and carbon fiber strain,and analysis of carbon fiber reinforced concrete column failure mechanism of torsion.
【CateGory Index】: TU375.3
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 1 Hits
Chinese Journal Full-text Database 10 Hits
1 CHAO Si 1,SUN Hai 2, HUANG Ding ye 2, SHI Gong 3 (1.Tongji University Architectural Design & Research Institute,Shanghai 200092,China; 2.Tongji University Prestressed Research Institute,Shanghai 200092,China; 3.Shanghai Sub i;Mechanical properties of externally prestressed beams[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
2 JIN Guo-fang~1,LI Siming~1,LU Haoliang~1,CHEN Guanyao~2 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China; 2.Zhejiang Architectural Design and Reseach Institute,Hangzhou 310006,China);Study on the loading test and finite element analysis of a holing beam[J];Building Science Research of Sichuan;2001-02
3 CHEN Wanxiang,GUO Zhikun,REN Xinjian(Engineering Institute of Engineering Corps,PLA University of Sci.& Tch.,Nanjing210007,China);The finite element analysis of flexibility calculation for reinforced concrete beam reinforced by carbon fibre cloth[J];Building Science Research of Sichuan;2003-02
4 ZHANG Yuan-yuan~1,GUO Dong~2,LING Hu-ke~2,LIHao~2 (1.Hehai University,Nanjing210098,China; 2.Engineering Institute of Engineering Corps,PLAUST,Nanjing210007,China);Nonlinear finite element analysis of reinforced concrete beam under dynamic loading[J];Building Science Research of Sichuan;2003-04
5 PENG Fei-fei,JIANG Shi-yong,XIE Xiao-zhong (Dept.of Civil Eng.,Logistical Eng.University,Chongqing400041,China);Numerical simulation for load capacity of resisting bend of concrete beams strengthened with prestressed CFRP sheets when it is not uninstalled[J];Building Science Research of Sichuan;2003-04
6 WANG Feng-wu~1,LOU Meng-lin~1,XU Ren-ping~2,ZHANG Li-xiang~2,WANG Shi-yue~2 (1.Tongji University,Shanghai200092,China; 2.Kunming Scientific and Technological University,Kunming650051,China;);A study of probability and confidence for concrete strength[J];Building Science Research of Sichuan;2004-02
7 SUN Jian-min,ZHAO Xiao-hua(Department of Civil Engineering,Shantou University,Shantou515063,China);A simplified method for the deflection calculation of a beam strengthened with CFRP in case of secondary loading[J];Building Science Research of Sichuan;2004-03
8 JIA Yi-gang~1,TU Xu-qing~2(1.Institute of Design and Research,Nanchang University,Nanchang330029,China;2.School of Civil Engineering,Nanchang University,Nanchang330029,China);A non-linear analysis method of moment modulating of continuous RC beams[J];Building Science Research of Sichuan;2005-02
9 WU Xiao-chun,WAN Sheng-wu,GUO Zai-lin,YANG Zu-quan(Department of Civil Engineering,Wuhan University of Science and Technology,Wuhan 430070,China);The assumption of the plane section in analysis of L-shaped reinforced concrete columns under biaxial load[J];Building Science Research of Sichuan;2005-04
10 ZHOU Yun~(1,2),ZHOU Ding-song~3(1.Civil Engineering Department Southern Yangtze University,Wuxi 214063,China; 2.State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University,Shanghai 200092,China;3.China Southwest Achitectural Design& Research Institute,Chengdu 610081,China);Analytical study on reinforced concrete beam strengthened by steel plate[J];Building Science Research of Sichuan;2005-06
China Proceedings of conference Full-text Database 10 Hits
1 Wang Zhenyu Wang Zhicong Pan Xiaolan Wang Daiyu (1.Harbin Institute of Technology,Harbin 150090,China) (2.China Nuclear Power Engineering Co.,Ltd.,Shijiazhuang 050011,China);Analytical Investigation of Seismic Performance of Low-Rise Non-Ductile RC Frames Retrofitted by CFRP[A];[C];2011
2 Zhong Yesheng~1,Shi Liyuan~2,Zheng zhidong~3,Shi Liping~4 (1,4 Center for Composite Materials and Structure,Harbin 150080; 2 Nanjing University of Aeronautics & Astronautics,Nanjing 21006; 3 Suzhou National New & Hi-Tech Industrial Development Zone,Suzhou 215100);FE Analysis of Composite Glass Fibre RC Beams under the Shear Loading[A];[C];2008
3 LIANG Ben-liang,LIU Jian-xin(College of Civil Engineering,Shanghai Normal University,Shanghai,201418);Ultimate Bearing Capacity of core short Columns with Concrete-filled Steel Tubular under Axial Compression[A];[C];2010
4 TU Xiao-pei~1 ZHANG Bao-min~1 LI Zhong-qing~2 (1.Guixi Bridge Factory of 24th Engineering Group of CREC,Guixi 335400,China; 2.Institute of Resource and Safety of Anhui University of Science and Technology,Huainan 232001,China);STUDIES ON THE APPLICATION OF CFRP IN ROAD REINFORCE[A];[C];2008
5 PENG Yi,WANG Jia-lin,Yl Zhi-jian,LI Ping (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis of the displacement relations between concrete element and steel element and Its application[A];[C];2009
6 ZHANG Yan-xia,LIU Sheng-feng,ZHOU Dong (Institute of Civil Engineering and Architecture,Chongqing Jiaotong University, Chongqing 400074,P.R.China);Influence of random cracks on maximum load of a concrete beam[A];[C];2009
7 Zhang Xiaoqing, Shu Xingping ( College of Civil Engineering, Hunan Univ, Changsha, Hunan, 410082 );FEA on the Mechanical Performance of Steel Frame-RC Corewall Hybrid Structure[A];[C];2006
8 Dong Leilei Pan Hong Yang Xiaodong (Xi'an University of Architecture and Technology School of Civil Engineering Xi'an 710055);Hysteretic Behavior Analysis of the Angle Steel Beam-column Connections[A];[C];2010
9 Tian Zhichang~(*1) He Yuqing Zhang Liming~2 (1.Center of Science & Technology,Inner Mongolia University of Science and Technology,Baotou,014010,China); (2.School of Architecture & Civil Engineering,Inner Mongolia University of Science and Technology,Baotou,014010,China);Research on step-by-step integration procedure of the reinforced concrete wall[A];[C];2007
10 Yang Xiwen Duan Shujin (School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043);Onthe Effective Width of Reinforcement Bar for Double Steel-Concrete Composite Beam[A];[C];2007
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved