• DocumentCode
    2220316
  • Title

    An Experimental Study on a New Type Joints of Steel Tube Confined Concrete

  • Author

    Pinwu, Guan ; Meng, Chen ; Huiying, Meng

  • Author_Institution
    Sch. of Civil Eng., Zhengzhou Univ., Zhengzhou
  • Volume
    3
  • fYear
    2008
  • fDate
    19-21 Dec. 2008
  • Firstpage
    331
  • Lastpage
    334
  • Abstract
    The working-well performance of joints between reinforced concrete beams and steel tube confined concrete columns is vital to popularize steel tube confined concrete in China. A new type of steel tube confined concrete joint (crossed corbel and ring beam) is put forward to solve the difficulty in application of fat columns of high-raised buildings. Joints are tested under both monotone load and reverse load. Test results show that the load capacity and ductility of the new type joints are satisfied well with the Chinese codes. For more ductility the new type joints is revised by tests and has been used in the engineering practice. On the basis of the test results, the new type joints are further modified and have been used in the engineering practice.
  • Keywords
    beams (structures); construction components; ductility; pipes; reinforced concrete; steel; China; ductility; high-raised buildings; reinforced concrete beams; steel tube confined concrete; steel tube confined concrete columns; Concrete; Displacement control; Industrial engineering; Information management; Innovation management; Shape measurement; Steel; Strain measurement; Structural beams; System testing; confined concrete; cyclic load; hysteretic curve;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Management, Innovation Management and Industrial Engineering, 2008. ICIII '08. International Conference on
  • Conference_Location
    Taipei
  • Print_ISBN
    978-0-7695-3435-0
  • Type

    conf

  • DOI
    10.1109/ICIII.2008.125
  • Filename
    4737786