Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Science》 2003-04
Add to Favorite Get Latest Update

The FEM Analysis on Cracks of a Reinforced Concrete Cable-Stayed Bridge

ZHANG Chun,WU Gu-feng (1.The Quality Control Station for Construction Engineering, Jiaxing 314001, China 2.The Quality Control Station for Traffic Engineering, Jiaxing 314001, China)  
In this paper, the virtual laminated eleme nt method was adopted to analyze cracks of the reinforced concrete bridge's girder , and the catenary's cable element was introduced into the stay cable analysis o f the reinforced concrete cable-stayed bridge. The FEM model of reinforced concr eted bridge was made to analyze and calculate the cracks, and the cause of the c racks has been found out in results.
【CateGory Index】: U441
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
1 XU Jin 1 , WU Kai cheng 2 , ZHUANG Yi zhou 1 , ZHU Han ya 1 (1.Department of Civil Engineering,Zhejiang University, Hangzhou 310027,China; 2.Institute of Architecture Design, Zhejiang University, Hangzhou 310027,China);THE FEM ANALYSIS ON CRACKS OF A FRAME STRUCTURE FOR A EXHIBITION HALL[J];Low Temperature Architecture Technology;2004-05
Chinese Journal Full-text Database 10 Hits
1 LIU Shan-hong~1,QIAN Yong-jiu~2(1.Post-Doctoral Research Station of Traffic and Transp. Eng., Southwest Jiaotong University, Chengdu 610031, China;2.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);Research on web cracking control of long span PC box girder bridge[J];Journal of Chongqing Jiaotong University;2005-04
2 DENG Xue-tao,ZENG De-rong,LIU Hong-wei(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Torsion-control Analysis of Box-girder Bridge of Anisomerous Variable Section at the Stage of the Balanced Cantilever Construction[J];Journal of Chongqing Jiaotong University;2007-03
3 ZENG De-rong,LIU Hong-wei,DENG Xue-tao(Chongqing Jiaotong University,Chongqing 400074,China);Study on the Construction Control Project for Chongqing Yudong Bridge[J];Journal of Chongqing Jiaotong University;2007-03
4 Yang Yunbiao,Chen Ganwei;Partial Analysis of Large-span Continuous Rigid Framework in Course of Construction[J];Urban Roads Bridges & Flood Control;2006-04
5 ;Cracking Features of Simple-supported Bridge and Relation of Crack and Loading Force[J];Northeastern Highway;2003-03
6 Zong Zhouhong,Ren Weixin,Zheng Zhenfei(College of Civil Engineering and Architectures,Fuzhou University,Fuzhou 350002,China);Load-carrying capacity assessment methods of existing bridges[J];Earthquake Engineering and Engineering Vibration;2005-05
7 Wang Jiachun Yan Peiyu(Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Analysis of early-age thermal stress in concrete structure[J];Journal of Southeast University (Natural Science Edition);2005-S1
8 Xujingu(Xiamen University Of Technology 361005);Summarizing on the early cracking of high streth concrete[J];Fujian Architecture & Construction;2006-04
9 Zhang Yanling Li Yunsheng Wang Hailong (School of Civil Engineering and Traffic Research Institution of National Defense, Shijiazhuang Railway Institute, Shijiazhuang, Hebei,050043);Research into the Evaluation Approaches to the Bearing Capacity of Existing Bridges[J];Traffic Engineering and Technology for National Defence;2003-01
10 MA Chun sheng 1,WANG Ping 2 (1 Guangdong Highway Design Institute,Guangzhou 510507, China;2 Guangdong Provincial Expressway Development CO.,LTD., China);Analysis of Crack Causes of Certain Bridge Tower[J];Highway;2002-08
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved