• DocumentCode
    3255933
  • Title

    Freeze-thaw durability estimation of the bridge based on the indoor and outdoor freeze-thaw cycle experiment

  • Author

    Yuan Cheng-fang ; Niu Di-tao ; Cong-tao, Sun ; Qing-shan, Gai

  • Author_Institution
    Sch. of Civil Eng., Xi´´an Univ. of Archit. & Technol., Xi´´an, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5997
  • Lastpage
    6000
  • Abstract
    The Song hua River Highway Bridge is located in the northeast cold areas, which is affected by the freeze-thaw cycles vulnerably. Both of the indoor rapid freeze-thaw experiment and outdoor natural exposure experiment were taken for the main concrete components of the bridge. Through experiment, The freeze-thaw damage law for concrete was mastered. Take the loss ratio of concrete dynamic modulus of elasticity as the measure for extent of freeze-thaw damage. The freeze-thaw damage extent of concrete exposed to natural environmental was converted into rapid freeze-thaw cycles, then the freeze-thaw durability life for the main concrete components of the bridge were calculated. This prediction method combines the accuracy of indoor experiment and rapidity of outdoor experiment predictions accurately reflect the actual situation of the project.
  • Keywords
    bridges (structures); concrete; durability; elastic moduli; freezing; melting; Song hua river highway bridge; concrete components; dynamic elasticity modulus; freeze-thaw damage law; freeze-thaw durability estimation; indoor freeze-thaw cycle experiment; outdoor freeze-thaw cycle experiment; outdoor natural exposure experiment; Anti-freeze; Bridges; Concrete; Loss measurement; Rivers; Road transportation; Structural beams; Highway bridge; freeze-thaw cycles; freeze-thaw durability life; loss ratio of dynamic modulus of elasticity;
  • 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.2011.5776190
  • Filename
    5776190