• DocumentCode
    3260564
  • Title

    Working together researching of large section rectangular concrete filled tube columns

  • Author

    Fu, Xueyi ; Xu, Na ; Huang, Zhenyu

  • Author_Institution
    Shenzhen Grad. Sch., Civil Eng., Harbin Inst. of Technol., Shenzhen, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    949
  • Lastpage
    952
  • Abstract
    To ensure that the steel tube and core concrete work together for large section rectangular concrete filled tube columns, the allocated beams are installed where the node area of concrete filled tube columns floor. As force transmission components, allocated beams make the external load beared by the steel tube and core concrete together, and the deformation of the steel tube and core concrete basically meets the plane section assumption. The design of allocated beam can apply the finite element method and elastic foundation beam method advanced by this paper. Finally, the comparative analysis between analytical and numerical solutions of single allocated beam, verifies further the rationality of theory.
  • Keywords
    beams (structures); concrete; construction components; finite element analysis; pipes; steel; structural engineering; concrete filled tube columns; elastic foundation beam method; finite element method; force transmission component; rectangular concrete; single allocated beam; steel tube; Concrete; Electron tubes; Force; Loading; Springs; Steel; Structural beams; allocated beam; elastic foundation beam; large section CFT columns; work together;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5776417
  • Filename
    5776417