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    Corrosion Performance of ChromX 2100, 4100, and 9100 Bars

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    SL211.pdf (579.8Kb)
    Issue Date
    2021-01
    Author
    O’Reilly, Matthew
    Vosough-Grayli, Pooya
    Darwin, David
    Publisher
    University of Kansas Center for Research, Inc.
    Type
    Technical Report
    Is part of series
    SL Report;21-1
    Published Version
    https://iri.ku.edu/reports
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    Abstract
    The corrosion resistance of ASTM A1035 CL (nominal Cr content of 2%), CM (nominal Cr content of 4%), and Type CS (nominal Cr content of 9%) steel reinforcing bars produced by MMFX Technologies under the respective trade names ChromX 2100, 4100, and 9100 were evaluated in uncracked concrete. The bars were tested both in the as-rolled condition as well as after sandblasting to remove mill scale. The corrosion performance of the ChromX bars was compared to that of conventional (ASTM A615) reinforcement in previous studies.

    The ChromX bars exhibited a critical chloride corrosion threshold between 1.4 and 2.9 times greater than the critical chloride threshold of conventional reinforcement, with the ChromX 9100 bars exhibiting higher chloride thresholds and lower corrosion rates after initiation than the other ChromX bars. The average corrosion rate after initiation of ChromX bars ranged from 15% to 31% that of conventional reinforcing steel. Sandblasting was effective in decreasing the corrosion rate after initiation for ChromX bars, but did not significantly alter the chloride threshold.
    URI
    http://hdl.handle.net/1808/31867
    Collections
    • Infrastructure Research Institute Scholarly Works [324]
    Citation
    O’Reilly, M., Vosough-Grayli, P., and Darwin, D., “Corrosion Performance of ChromX 2100, 4100, and 9100 Bars,” SL Report 21-1, The University of Kansas Center for Research, Inc., Lawrence, KS, January 2021, 34 pp

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    Contact KU ScholarWorks
    785-864-8983
    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    785-864-8983

    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    Image Credits
     

     

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