Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116519
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorChan, CWen_US
dc.creatorLiu, PCen_US
dc.creatorYu, Ten_US
dc.date.accessioned2026-01-05T03:58:15Z-
dc.date.available2026-01-05T03:58:15Z-
dc.identifier.isbn en_US
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/116519-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectConfined concreteen_US
dc.subjectConfinementen_US
dc.subjectFibre-reinforced polymer (FRP)en_US
dc.subjectGrid tubeen_US
dc.titleNovel filament wound FRP grid tubes for reinforcing concrete structures : concept and behaviouren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume463en_US
dc.identifier.issue en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.140082en_US
dcterms.abstractFilament wound FRP grid tubes (FGTs) are a novel form of FRP reinforcement recently developed at The Hong Kong Polytechnic University. FGTs are produced through an automated filament winding process which effectively eliminates the fibre kinking issues and the overlapping regions in pultruded FRP bent bars and minimises the on-site work for forming reinforcement cages. FGTs can be made into various convex shapes (e.g., circular, oval, triangular, quadrilateral, and octagonal shapes) to suit different needs for reinforcement. They may serve as a confining device in columns or piles, as shear reinforcement in beams, and as major tensile reinforcement in walls or two-way slabs. For large structural members such as wave walls and dams, FGTs may also serve as a crack control measure against thermal effects from concrete hydration and/or temperature variations. This paper presents the concept of FGTs as well as two experimental studies demonstrating their expected advantages. One of the studies involved the testing of a series of FGT-reinforced concrete columns and demonstrated that the FGTs can provide effective confinement to the concrete, leading to a ductile response of the columns. The other study involved three-point bending tests of FGT-reinforced concrete beams and showed that the FGTs can effectively enhance the shear capacity of concrete beams.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 14 Feb. 2025, v. 463, 140082en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-02-14-
dc.identifier.scopus2-s2.0-85215937610-
dc.identifier.pmid -
dc.identifier.eissn1879-0526en_US
dc.identifier.artn140082en_US
dc.description.validate202512 bcch-
dc.identifier.FolderNumbera4237a-
dc.identifier.SubFormID52348-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors are grateful for the financial support received from the Hong Kong Research Grants Council (Project No: T22–502/18-R), the Hong Kong Innovation and Technology Fund (Project No: GHP/041/20GD), and The Hong Kong Polytechnic University (Work Programme: 1-BE38; 1-BDUG).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-02-14en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-02-14
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