Corrosion of Rebar and Role of Fiber Reinforced Concrete

    Volume 40, Issue 1 (January 2012)

    ISSN: 0090-3973

    CODEN: JTEOAD

    Published Online: 1 October 2011

    Page Count: 10


    Sappakittipakorn, Manote
    Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC

    Banthia, Nemkumar
    Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC

    (Received 21 March 2011; accepted 29 August 2011)

    Abstract

    Recent studies have shown that fiber reinforcement of concrete reduces its permeability to water and enhances its service life. In this study, this finding was extended to determine if fiber reinforcement can also control corrosion of reinforcing steel in traditionally reinforced concrete. Two fiber types, cellulose and polypropylene, at 0.1 % and 0.3 % volume fraction, were examined. Two series of tests were performed. In the first series, chloride transport characteristics were determined by using the Bulk Diffusion Test, the Silver Nitrate Spray Test and the Rapid Chloride Permeability Test. In the second series, corrosion activity in reinforcing steel was monitored in loaded RC beams with and without fiber reinforcement for a year in a simulated marine environment. Results demonstrated that while the presence of fibers increased the coefficient of chloride diffusion based on total chlorides, there was a decrease in the coefficient related to free chlorides. Fibers therefore appear to bind the chlorides and inhibit their transport through concrete. Corrosion tests further corroborated these findings and indicated that fibers delayed the onset of corrosion in RC beams as long as the applied load did not exceed a certain threshold value.


    Paper ID: JTE103873

    DOI: 10.1520/JTE103873

    ASTM International is a member of CrossRef.

    Author
    Title Corrosion of Rebar and Role of Fiber Reinforced Concrete
    Symposium , 0000-00-00
    Committee C09