• DocumentCode
    3238908
  • Title

    Damage mechanism analysis and load bearing capacity evaluation for field-cast bridge decks

  • Author

    Jiang, Hanwan ; Li, Hongjiang ; Li, Wanheng ; Cheng, Shoushan

  • Author_Institution
    Res. Inst. of Highway, MOT, Beijing, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2071
  • Lastpage
    2074
  • Abstract
    Many bridge inspection results shows that serious concrete spalling has occurred in the field-cast bridge deck after the bridge was put into use for couples of years. Some of them even perforated and influence the normal operation of the bridge. Some bridge decks continue to deteriorate after repairment. The paper does some research on damage mechanism and evaluation for field-cast bridge decks.
  • Keywords
    bridges (structures); inspection; maintenance engineering; bridge inspection; damage mechanism analysis; field-cast bridge decks; load bearing capacity evaluation; Bridges; Concrete; Inspection; Maintenance engineering; Roads; Computation of coefficients; fatigue; field-cast bridge deck; load bearing capacity;
  • 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.2011.5775365
  • Filename
    5775365