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《Chongqing Architecture》 2007-10
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Finite Element Analysis and Calculation of Variable-thickness Cantilever Slab in Reinforced Concrete Box Girder

Through ANSYS calculation, this article pointed out that the variable-thickness cantilever slab is not suitable for normalized form, and suggested adopting the FEM based on shell element model to analyze and calculate.
【CateGory Index】: U448.213
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1 SHI Chun-xue~1,ZHU Fu-min~1,HE Tao~2,TANG Bo~1 (1.School of Mechanics and Electronics Engineering,Changsha University of Science & Technology,Changsha 410076,China;2.Zhengzhou Highway Administration,Zhengzhou 450009,China);Research on damage to bridge fabrication falling from high altitude based on FEM[J];Building Science Research of Sichuan;2005-06
2 ZHANG Yu-zhi~1,LI Qiao~1,TANG Liang~1,LUO Gang-lin~2(1.School of Civil Engineering,Southwest Jiaotong University ,Chengdu 610031,China;2.Sichuan Province Communication Department Highway Planning,Survey,Design and Research Institute,Chengdu 610041,(China));Study on the shear lag effect of cable-stayed bridge with double cable planes[J];Sichuan Building Science;2006-04
3 CUI Yingbo1,GONG Dehua2,JIA Shan2,ZHAO Renda2,YANG Yongqing2,XIANG Tianyu2(1.Guizhou Highway Development Company,Guiyang 550002,China;2.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China);Structural behavior analysis of curved prestressed concrete frame bridge[J];Sichuan Building Science;2007-02
4 Xiao Yude Yu Gaoming Wang Chunli (College of Communications,Anhui University,Hefei,230051) (Highway Management Unit of Tianchang,239300) Zhang Yinghe (Highway Management bureau of Fugang,Fuyang,232001);ANALYSIS ON THE MECHANICAL ACTIONS OF PILE GROUND ANCHOR DURING THE CONSTRUCTION OF A ARCH BRIDGE[J];JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE;2001-03
5 CHEN Jian-wei(Feiyunjiang Sanqiao Headquarters of Engineering Construction,Ruian 325000,China);Slant-leg obliquity analysis of slant-legged rigid frame bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-05
6 PENG Zeng-gang(Countryside Highway Administration Bureau of Mingguang,Mingguang 239400,China);Discussing on banish disengage of bridge prefabricate plate[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-06
7 ZHANG Yun-tao(1.Civil Engineering School of Anhui Institute of Architecture & Industry,Hefei 230022,China;2.Civil Engineering School of Southeast University,Nanjing 21096,China);The cause and prevention of deformation of prestressed T-shaped beam[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2007-02
8 GUO Dong-hai,HU Cheng(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Discussion on some problems of construction control of continuous box girder[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2007-02
9 Wang Jie1,3,Peng Shenkai2(1.Hefei University of Technology,Hefei 230009,China;2.Anhui Road & Bridge Construction Company,Hefei 230031,China; 3.Anhui Road & Bridge Construction Group Corporation,Hefei 230022,China);Connecting Segment Construction of Prestressed Concrete Continuous Box Beams and the Technique Study[J];Anhui Architecture;2007-05
10 Yu Tongying(Anqing Highway Administration,Anqing 246003,China);Reinforcement Treatment of the Cracking Abutment[J];Anhui Architecture;2007-05
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