Show simple item record

dc.contributor.authorAlAjarmeh, OS
dc.contributor.authorManalo, AC
dc.contributor.authorBenmokrane, B
dc.contributor.authorKarunasena, W
dc.contributor.authorFerdous, W
dc.contributor.authorMendis, P
dc.date.accessioned2020-12-14T06:03:30Z
dc.date.available2020-12-14T06:03:30Z
dc.date.issued2020-03-01
dc.identifier.citationAlAjarmeh, 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.
dc.identifier.issn0889-3241
dc.identifier.urihttp://hdl.handle.net/11343/254090
dc.description.abstractHollow 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.
dc.languageEnglish
dc.publisherAmerican Concrete Institute
dc.titleA New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columns
dc.typeJournal Article
dc.identifier.doi10.14359/51720204
melbourne.affiliation.departmentInfrastructure Engineering
melbourne.source.titleACI Structural Journal
melbourne.source.volume117
melbourne.source.issue2
melbourne.source.pages141-156
melbourne.elementsid1448838
melbourne.openaccess.urlhttp://eprints.usq.edu.au/38724/2/Manuscript-%20Design%20model%20for%20GFRP-HCC.pdf
melbourne.openaccess.statusAccepted version
melbourne.contributor.authorMendis, Priyan
dc.identifier.eissn1944-7361
melbourne.accessrightsAccess this item via the Open Access location


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record