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    Optimization of micro and nano palm oil fuel ash to determine the carbonation resistance of the concrete in accelerated condition

    74815.pdf (4.648Mb)
    Access Status
    Open access
    Authors
    Tang, W.
    Lee, H.
    Vimonsatit, V.
    Htut, Trevor
    Singh, J.
    Hassan, W.
    Ismail, Mohamed
    Seikh, A.
    Alharthi, N.
    Date
    2019
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Tang, W. and Lee, H. and Vimonsatit, V. and Htut, T. and Singh, J. and Hassan, W. and Ismail, M. et al. 2019. Optimization of micro and nano palm oil fuel ash to determine the carbonation resistance of the concrete in accelerated condition. Materials. 12 (1): Article ID 130.
    Source Title
    materials
    DOI
    10.3390/ma12010130
    ISSN
    1996-1944
    School
    School of Civil and Mechanical Engineering (CME)
    URI
    http://hdl.handle.net/20.500.11937/74530
    Collection
    • Curtin Research Publications
    Abstract

    The carbonation rate of reinforced concrete is influenced by three parameters, namely temperature, relative humidity, and concentration of carbon dioxide (CO2) in the surroundings. As knowledge of the service lifespan of reinforced concrete is crucial in terms of corrosion, the carbonation process is important to study, and high-performance durable reinforced concretes can be produced to prolong the effects of corrosion. To examine carbonation resistance, accelerated carbonation testing was conducted in accordance with the standards of BS 1881-210:2013. In this study, 10-30% of micro palm oil fuel ash (mPOFA) and 0.5-1.5% of nano-POFA (nPOFA) were incorporated into concrete mixtures to determine the optimum amount for achieving the highest carbonation resistance after 28 days water curing and accelerated CO2 conditions up to 70 days of exposure. The effect of carbonation on concrete specimens with the inclusion of mPOFA and nPOFA was investigated. The carbonation depth was identified by phenolphthalein solution. The highest carbonation resistance of concrete was found after the inclusion of 10% mPOFA and 0.5% nPOFA, while the lowest carbonation resistance was found after the inclusion of 30% mPOFA and 1.5% nPOFA.

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