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    Bond between FRP formworks and concrete-effect of surface treatments and adhesives

    Access Status
    Fulltext not available
    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. Bond between FRP formworks and concrete-effect of surface treatments and adhesives. Steel and Composite Structures. 20 (3): pp. 671-692.
    Source Title
    Steel and Composite Structures
    DOI
    10.12989/scs.2016.20.3.671
    ISSN
    1229-9367
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/36804
    Collection
    • Curtin Research Publications
    Abstract

    Copyright © 2016 Techno-Press, Ltd. FRP stay-in-place (SIP) formworks are designed as a support for casting concrete and as a tension reinforcement when concrete is cured. Bond development between SIP formwork and concrete is critical for FRP tension element to be effective. This paper reports the bond strength between FRP formwork and concrete for different interfacial treatments. A novel experimental setup is prepared for observing the bond behaviour. Three different adhesives with varying workability have been investigated. Along with the load-deformation characteristics, bond slip and strains in the formwork have been measured. A finite element numerical simulation was conducted for the experiments to understand the underlying mechanism. The results show that the adhesive bonding has the best bond strength.

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