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    Entropy evolution during crack propagation in concrete under sulfate attack

    Access Status
    Fulltext not available
    Authors
    Yao, J.
    Chen, J.
    Lu, Chunsheng
    Date
    2019
    Type
    Journal Article
    
    Metadata
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    Citation
    Yao, J. and Chen, J. and Lu, C. 2019. Entropy evolution during crack propagation in concrete under sulfate attack. Construction and Building Materials. 209: pp. 492-498.
    Source Title
    Construction and Building Materials
    DOI
    10.1016/j.conbuildmat.2019.03.083
    ISSN
    0950-0618
    Faculty
    Faculty of Science and Engineering
    School
    School of Civil and Mechanical Engineering
    URI
    http://hdl.handle.net/20.500.11937/75827
    Collection
    • Curtin Research Publications
    Abstract

    In this paper, the corrosion experiment of concrete showed that the length and orientation of cracks, as well as their propagation direction are randomly distributed. By virtue of SEM and XRD techniques, the growth of delayed ettringite was detected, which leads to expansion stress and then induces the nucleation and propagation of cracks. To investigate the statistical characteristics of cracks, the concept of information entropy was adopted. Furthermore, based on the entropy evolution at different corrosion times and the chemical reaction rate of delayed ettringite, a model for entropy evolution was proposed. It is shown that the normalized entropy exponentially increases with the non-dimensional corrosion time.

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