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    Corrosion Performance of Embedded Steel in Fly Ash Geopolymer Concrete by Impressed Voltage Method

    Access Status
    Fulltext not available
    Authors
    Olivia, Monita
    Nikraz, Hamid
    Date
    2010
    Type
    Conference Paper
    
    Metadata
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    Citation
    Olivia, M. and Nikraz, H. 2010. Corrosion Performance of Embedded Steel in Fly Ash Geopolymer Concrete by Impressed Voltage Method, in Fragomeni, S. and Venkatesan, S. and Lam, N.T.K. and Sentuge, S. (ed), 21st Australian Conference on the Mechanics of Structures and Materials, Dec 7 2010, pp. 781-786. Melbourne, VIC: CRC Press/Baklema.
    Source Title
    Proceedings of the 21st Australian Conference on the Mechanics of Structures and Materials
    Source Conference
    21st Australian Conference on the Mechanics of Structures and Materials
    ISBN
    978-0-415-61657-7
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/16853
    Collection
    • Curtin Research Publications
    Abstract

    The present paper covers a study of the corrosion performance of embedded steel in fly ash geopolymer concrete by an accelerated corrosion test set up. Concrete specimens were exposed to a constant impressed voltage of 5V and 30V. Two optimized fly ash geopolymer concrete mixtures were compared with a control mix (OPC concrete) at an equivalent strength grade. Alkalinity reduction by phenolphthalein spray, chloride penetration by AgNO3 spray and half cell potential measurement were also investigated. The accele-rated corrosion test was carried out for 28 days. Results indicate that the geopolymer concrete displayed a smaller recorded current and higher electrical resistance than the corresponding control mix. Small cracks were observed in the fly ash geopolymer samples. It can be concluded that the fly ash geopolymer concrete had good corrosion performance and yielded longer time to failure than the OPC concrete.

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