• DocumentCode
    3342992
  • Title

    Stochastic durability analysis of pre-stressed concrete structure under marine environment

  • Author

    Zhuo, Zhao ; Feng, Xing ; Dawang, Li

  • Author_Institution
    Civil Eng. Inst., Zhengzhou Univ., Zhengzhou, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    765
  • Lastpage
    767
  • Abstract
    Due to the penetration of chloride ions, the reinforcement in the pre-stressed concrete structures under marine environment will corroded, which can reduce the durability and safety of the structure. Based on the service features of pre-stressed concrete structure, the structural durability failure criteria of pre-stressed concrete structure under marine environment is suggested, and the penetration mechanism of chloride ions in the structural concrete is analysis. Taken 70m pre-stressed box girder beam as an example, the stochastic durability design of pre-stressed concrete structure under marine environment is analysis, which will provide theory method and foundation for the durability design, construction and quality control of similar project.
  • Keywords
    Civil engineering; Concrete; Corrosion; Failure analysis; Hydrogen; Marine safety; Quality control; Stochastic processes; Stress; Structural beams; marine environment; pre-stressed concrete structure; stochastic analysis; structural durability;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan, China
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5535260
  • Filename
    5535260