• DocumentCode
    3263135
  • Title

    Chloride ion erosion experiment considering loads

  • Author

    Haiwen, Teng ; Zhengchang, Shu ; Ying, Huang ; Fengzhou, Huang

  • Author_Institution
    Beijing Key Lab. of Earthquake Eng. & Struct. Retrofit, Beijing Univ. of Technol., Beijing, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    4866
  • Lastpage
    4869
  • Abstract
    The bending beam to simulate the load of 0.2 0.4 stress ratio and 5% NaCl solution jointly function proceed chlorine ion erosion test. Test results show that the same depth of chlorine ion with the increase of soaking time and stress level increases, except the concrete surface layer. Introducing chloride diffusion coefficient of degradation effects, considering the effect of load is established with the coefficient of load, based on the consideration of the load, chloride ion erosion models with experimental results verify the new model and the contrast experiment measured data fitting high quality.
  • Keywords
    beams (structures); bending; concrete; erosion; bending beam; chloride diffusion; chlorine ion erosion test; concrete surface layer; Civil engineering; Concrete; Corrosion; Data models; Load modeling; Stress; Chloride diffusion coefficient of degradation effects; Chlorine; Erosion test; load;
  • 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.2011.5776537
  • Filename
    5776537