• DocumentCode
    1888827
  • Title

    Relationship between Crack Width and Corrosion Ratio of Rebar

  • Author

    Ying Zongquan ; Su Linwang

  • Author_Institution
    CCCC Fourth Harbor Eng. Inst. Co., Ltd., Guangzhou, China
  • fYear
    2013
  • fDate
    16-17 Jan. 2013
  • Firstpage
    845
  • Lastpage
    847
  • Abstract
    The determination of corrosion ratio of reinforcing bar is one most important basis for assessment of bearing capacity of corrosive concrete structures. Based on the assumption uniform corrosion and corrosion product is not lost, the numerical simulation and theoretical derivation is applied for establishment of expansion process for corrosive concrete structures, the relationship between corrosion ratio of reinforcement and crack width is established. The results the corrosion ratio of reinforcement is almost proportional to crack width, while the crack width is small, the influence of c/d ratio is not significant.
  • Keywords
    corrosion; cracks; rebar; structural engineering; corrosive concrete structures; crack width-corrosion ratio; rebar; reinforcing bar; structure bearing capacity assessment; Automation; Mechatronics; Corrosion ratio; Crack width; Numerical simulation; Uniform corrosion;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-1-4673-5652-7
  • Type

    conf

  • DOI
    10.1109/ICMTMA.2013.212
  • Filename
    6493863