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    An investigation on bond between FRP stay-in-place formwork and concrete

    Access Status
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    Authors
    Goyal, R.
    Mukherjee, Abhijit
    Goyal, S.
    Date
    2016
    Type
    Journal Article
    
    Metadata
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    Citation
    Goyal, R. and Mukherjee, A. and Goyal, S. 2016. An investigation on bond between FRP stay-in-place formwork and concrete. Construction and Building Materials. 113: pp. 741-751.
    Source Title
    Construction and Building Materials
    DOI
    10.1016/j.conbuildmat.2016.03.124
    ISSN
    0950-0618
    School
    Office of Research and Development
    URI
    http://hdl.handle.net/20.500.11937/42041
    Collection
    • Curtin Research Publications
    Abstract

    FRP stay-in-place (SIP) formworks are designed to act as a support for casting concrete and as a tension reinforcement when the concrete is cured. For composite action between the formwork and concrete, proper bond between them is essential. This investigation focuses on the role of adhesives for the bond development. Two different bond mechanisms, aggregate bonding and adhesive bond, are investigated using three different adhesives. A novel experimental set up is prepared to evaluate the bond. The load capacities and failure modes were examined. Load-deflection, load-slip and load-strain curves have been plotted to evaluate the bond mechanisms. A finite element model is developed that is able to accurately predict the ultimate pullout load and load-slip relationships. The results show that the types of resins have a great impact on the bond. It is recommended to use the wet-bond technique with special adhesives.

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