Full-Text Search：
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《JOURNAL OF CHONGQING JIAOTONG INSTITUTE》 2000-04
Add to Favorite Get Latest Update

Calculation and analysis of transverse temperature stress for concrete box girder

SHAO Xu dong 1, LI Li feng 1, BAO Wei gang 2 (1 Hunan University,Changsha 410082,China;2 Highway Planning and Design Institute of China Communications Engineering Group,Beijing 100010,China)  
Refering to different rules on temperature gradient in five specifications,the paper calculates transverse stresses of temperature change for concrete box girders of three bridge types,as well as makes an analysis of temperature sensitivity.The results indicate that temperature effect is one of important reasons causing the bridge deck crack.
【CateGory Index】： U441
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 10 Hits
1 LI Li-feng,SHAO Xu-dong,ZHANG Yang,LI Xian-chao (College of Civil Engineering,Hunan Normal University,Changsha Hunnan 410082,China);Research and Analysis of Reinforced Method for Box Ribbed Arch Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2008-01
2 Li Jie, Li Na;Analysis of Temperature Gradient Effect on Concrete Arched Frame Bridge Pylon[J];Urban Roads Bridges & Flood Control;2008-09
3 WANG Wei-an, YU Qian-hua, ZHANG Jian-ren (Changsha University of Science and Technology, Changsha 410076, China);Automatic Triangular Mesh Generation of Arbitrary Plane Region Based on 2D Temperature Field[J];Journal of Changsha Communications University;2005-02
4 Ye Jianshu 1 Jia Lin 2 Qian Peishu 1 ( 1Transportation College, Southeast University, Nanjing 210096, China) ( 2Jiangsu Highway Bureau, Nanjing 210004, China);Observation and research on temperature distribution in concrete box girders[J];Journal of Southeast Univwrsity(Natural Science Edition);2002-05
5 ZENG Tian-sheng(Zhuhai Section of Guangdong Western Coastal Expressway Co.,Ltd,Zhongshan 528467,China);Application of Form Erected with Relative Elevation Method and Absolute Elevation Method to Hutiaomen Bridge Construction[J];Highway;2006-08
6 LI Hong-jiang~1,LI Zhan~1,WANG Ying-jun~2,LI Wan-heng~1,WANG Qi-feng~1(1.Highway Research Institute Ministry of Communications,Beijing100088,China;2.HuMen Bridge Company of Dongguan,GuangdongDongguan511761,China);Study on Temperature Gradient of Concrete Box Girder of Continuous Rigid Frame Bridge Over Humen Auxiliary Navigation Pass of Guangdong Province[J];Journal of Highway and Transportation Research and Development;2005-05
7 Zhang Liangliang1,Chen Tiandi1,Wu Yunfang1,Zhu Zhenggang1,Zen Yongping2 (1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.China Railway Eryuan Engineering Group Co.Ltd.,Sichuan 610031,China);Research on Effect of Bridge-deck Pavement on Temperature Gradient[J];Modern Transportation Technology;2007-03
8 Jia Lin1,Xu Jian2 (1.Highway Bureau of Jiangsu Communication Depeartment,Nanjing 210004,China; 2.Jiangsu Transportation Research Institute,Nanjing 210017,China);Analysis of Temperature Distribution and Effect on Concrete Box Girder[J];Modern Transportation Technology;2009-03
9 TIAN Hao~1,LI Guo-ping~1,LI Fang-yuan~1,KONG Hai-xia~2(1.Tongji University,Shanghai 200092,China;2.Highway Planning andDesign Institute of China Communications,Beijing 100010,China);Spatial Effect Analysis of Internal and External Temperature Differences of Box Girder Bridge[J];Bridge Construction;2006-06
10 YAN Chang-qing,YANG Xian-quan(Wuhan Zhongjiao Testing,Inspection and Strengthening Engineering Co.,Ltd.,Wuhan 430052,China);Analysis of Transverse Temperature Stress of Concrete Thin-Wall Box Girder[J];Bridge Construction;2009-03
China Proceedings of conference Full-text Database 1 Hits
1 ;Analysis of Different Structural Arc Tower Plan and Concrete Tower Temperature Gradient Effect of Self-anchored Suspension Bridge[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LI Zhi-hua,ZHANG Guang-hai,KANG Hai-guiastal and Offshore Engineering,Dalian116024,China);Research for reliability of engineering structures based on Matlab's optimization tool box[J];Building Science Research of Sichuan;2005-03
2 DUAN Kai,YANG Xin-hua,YANG Wen-bing(School of Civil Engineering and Mechanics, Huazhong University of Science & Technology, Wuhan430074,China);Calculation of thermal stress of bridge structure via ANSYS software[J];Building Science Research of Sichuan;2005-03
3 ZHANG Gang,HE Shuan-hai,SONG Yi-fan(School of Highway,Chang'an University,Xi'an 710064,China);Safety mode for evaluating hydration heat temperature damage on concrete box bridge[J];Journal of Safety and Environment;2007-04
4 TIAN Yu-ze,ZHANG Tong(Dept. of Civil and Transportation engineering,Anshan Institute of I.& S.Technology,Anshan 114002,China);Stress Calculation and Analysis of a Mass Concrete Crack Control[J];Journal of Anshan Institute of Iron and Steel Technology;2002-02
5 Zhang Yan Huang Min Zhao Yu(Dept.of System Engineering of Engineering Technology,Beijing University of Aeronautics and Astronautics,Beijing 100083,China)Yu Dan(Academy of Mathematics and Systems Science,Chinese Academy of Sciences,Beijing 100080,China);Monte Carlo method for system reliability evaluation using reliability confidence distribution[J];Journal of Beijing University of Aeronautics and Astronautics;2006-09
6 Liu Qingren Zhang Kai(Municipal Engineering Design and Research Institute, Beijing 100045);Research on Single Pier Supported Curved Continuous Box Beams Bridge[J];Journal of Beijing Institute of Civil Engineering and Architecture;1994-02
7 ZHANG Shu guang,et al.(Dept.Ⅰ of Civil Engineering,Changchun Institute of Technology,Changchun 130012,China);The influence of corrosion on the durability of prestressed concrete structures[J];Journal of Changchun Institute of Technology;2002-01
8 Zhang Shiduo Ding Yun;Finite Difference Solution in Shear Lag Effect On Contilever Box Girder with Linear Varying Depths[J];Journal of Chongqing Jiaotong University;1984-04
9 Qiao Dun (Highway Research Institute, Chongqing);Extraneous Prestressed Technique and Its Application to Bridge Engineering[J];Journal of Chongqing Jiaotong University;1992-03
10 GU AN bang,CHANG\ Ying,YUE Yun xiang (Department of Bridge & Structural Engineering,Chongqing Jiaotong Institute,Chongqing 400074,China);The principle and method of construction control long span prestressed continuous rigid frame bridge[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 TIAN Shuai1,FEI Yong-liang2,ZHANG Tie-zhi1(1.School of Resources and Civil Engineering,University of Science and Technology Liaoning,Anshan 114051,China;2.Anshan Department of Highway Management,Anshan 114040,China);Meatures of reducing temperature and air effect in concrete box girder[J];Journal of University of Science and Technology Liaoning;2008-Z1
2 LIU Yong1,MA Wen-yan2,LIANG Tian-tian3(1.Guizhou Province Road & Bridge Engineering Group,Guizhou Guiyang 550001,China;2.Chongqing Vocational Institute of Engineering,Chongqing 400037,China;3.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis on Temperature Crack of PC Continuous Box Girder Bridges[J];Journal of Chongqing Jiaotong University(Natural Science);2008-S1
3 Wang Yong;Test and Analysis of Sectional Vertical Temperature Gradient of Concrete Box Beam Bridge[J];Urban Roads Bridges & Flood Control;2006-04
4 Li Jie, Li Na;Analysis of Temperature Gradient Effect on Concrete Arched Frame Bridge Pylon[J];Urban Roads Bridges & Flood Control;2008-09
5 He Yi-bin(The Fourth Survey and Design Institute of China Railways,Wuhan 430063,China);Temperature effect of hollow concrete high piers[J];Journal of Railway Science and Engineering;2007-02
6 Yu Tianlai,Wang Liang,Zhang Jian(College of Civil Engineering,Northeast Forestry University,Harbin 150040,P.R.China);Vertical Warming Pattern for Continuous T-Girder Bridge[J];Journal of Northeast Forestry University;2009-06
7 Liu Qiwei~1 Ding Feng~2 Zhu Jun~1 Zhang Rongfu~1 (~1College of Transportation,Southeast University,Nanjing 210096,China)(~2The Construction Headquarters of Runyang Yangtse River Bridge,Zhenjiang 212000,China);Temperature field caused by bituminous deck pavement of steel-concrete composed box girder bridge[J];Journal of Southeast University(Natural Science Edition);2006-04
8 YU Tian-lai,ZHANG Jian,WANG Liang(Northeast Forestry University,Harbin 150040,China);THE EXPERIMENTAL STUDY OF THE VERTICAL COOLING TEMPERATURE PATTERNS ON THE CONTINUOUS T BRIDGE[J];Low Temperature Architecture Technology;2009-02
9 LIN Jian-zhu (Quanzhou Department of Highway Administration,Quanzhou,Fujian 362000,China);Measurements of thermal gradients and their effects on the static behavior of the Houzhu bridge in Quanzhou[J];Journal of Fuzhou University(Natural Sciences Edtion);2005-05
10 PENG Da-wen1,CHEN Chao-wei2,LIN Zhi-ping2,WU Jun-jie2(1.Department of Civil Engineering and Architecture,Shanghai Institute of Technology,Shanghai 200235,China;2.College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China);Test and study on temperature-displacement of concrete T beam[J];Journal of Fuzhou University(Natural Science Edition);2007-02
China Proceedings of conference Full-text Database 2 Hits
1 ZHU Yanpeng ZHANG Xianjiang (School of civil Engineering,Lanzhou University of technology 730050);ANALYSE ON THE SOLAR THERMAL GRADIENT OF THE TRUSSES STRUCTURE[A];[C];2007
2 ZHU Yanpeng ZHANG Xianjiang (School of civil Engineering,Lanzhou University of technology 730050);ANALYSE ON THE TEMPERATURE EFFECTS OF THE TRUSSES STRUCTURE[A];[C];2007
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved