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    A New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columns

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    Author
    AlAjarmeh, OS; Manalo, AC; Benmokrane, B; Karunasena, W; Ferdous, W; Mendis, P
    Date
    2020-03-01
    Source Title
    ACI Structural Journal
    Publisher
    American Concrete Institute
    University of Melbourne Author/s
    Mendis, Priyan
    Affiliation
    Infrastructure Engineering
    Metadata
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    Document Type
    Journal Article
    Citations
    AlAjarmeh, O. S., Manalo, A. C., Benmokrane, B., Karunasena, W., Ferdous, W. & Mendis, P. (2020). A New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columns. ACI Structural Journal, 117 (2), pp.141-156. https://doi.org/10.14359/51720204.
    Access Status
    Access this item via the Open Access location
    URI
    http://hdl.handle.net/11343/254090
    DOI
    10.14359/51720204
    Open Access URL
    http://eprints.usq.edu.au/38724/2/Manuscript-%20Design%20model%20for%20GFRP-HCC.pdf
    Abstract
    Hollow concrete columns (HCCs) reinforced with glass fiber-reinforced polymer (GFRP) bars and spirals are considered an effective design solution for bridge piers, electric poles, and ground piles because they use less material and maximize the strength-toweight ratio. HCC behavior is affected by critical design parameters such as inner-to-outer diameter ratio, reinforcement and volumetric ratios, and concrete compressive strength. This paper proposes a new design-oriented model based on the plasticity theory of concrete and considering the critical design parameters to accurately describe the compressive load-strain behavior of GFRP-reinforced HCCs under monotonic and concentric loading. The validity of the proposed model was evaluated against experimental test results for 14 full-scale hollow concrete columns reinforced with GFRP bars and spirals. The results demonstrated that the proposed design-oriented model was accurate and yielded a very good agreement with the axial compressive load behavior of GFRP-reinforced hollow concrete columns.

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