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Development and behavior of novel FRP-UHPC tubular members

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dc.contributor.authorZeng, J.J.
dc.contributor.authorFeng, P.
dc.contributor.authorDai, J.G.
dc.contributor.authorZhuge, Y.
dc.date.issued2022
dc.description.abstractIn this short communication, a series of novel forms of tubular members made of fiber-reinforced polymer (FRP) grid reinforced ultra-high-performance concrete (UHPC) (referred to as “FRP-UHPC tubular members”) are developed. FRP-UHPC tubular members have excellent mechanical properties, and their excellent performances are demonstrated through three preliminary studies: i) behavior of FRP-UHPC tubular beams under bending; ii) behavior of FRP-UHPC tubular columns under axial compression; and iii) behavior of FRP-UHPC plates with a novel grouting sleeve connection system under bending. The experimental programs and results are briefed in the paper. The proposed FRP-UHPC tubular members are attractive in various structural applications such as pipelines, bridge box girders, permanent formwork of beams/columns, especially in marine environments (e.g., floating structures).
dc.identifier.citationEngineering structures, 2022; 266(article no. 114540):1-8
dc.identifier.doi10.1016/j.engstruct.2022.114540
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.orcidZhuge, Y. [0000-0003-1620-6743]
dc.identifier.urihttps://hdl.handle.net/11541.2/29704
dc.language.isoen
dc.publisherElsevier
dc.relation.fundingARC DE220100406
dc.rightsCopyright 2022 Elsevier Access Condition Notes: Accepted manuscript will be available after 1 July 2024
dc.source.urihttps://doi.org/10.1016/j.engstruct.2022.114540
dc.subjectultra-high-performance concrete (UHPC)
dc.subjectfiber-reinforced polymer (FRP) grid
dc.subjecttubular structural members
dc.subjectFRP bar
dc.titleDevelopment and behavior of novel FRP-UHPC tubular members
dc.typeJournal article
pubs.publication-statusPublished
ror.fileinfo12248124640001831 13248084370001831 Open Access Postprint
ror.mmsid9916660093201831

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