Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/90608
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorHuang, Len_US
dc.creatorZhang, SSen_US
dc.creatorYu, Ten_US
dc.creatorPeng, KDen_US
dc.date.accessioned2021-08-04T01:52:08Z-
dc.date.available2021-08-04T01:52:08Z-
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10397/90608-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Huang, L., Zhang, S. S., Yu, T., & Peng, K. D. (2020). Circular hybrid double-skin tubular columns with a stiffener-reinforced steel inner tube and a large-rupture-strain FRP outer tube: Compressive behavior. Thin-Walled Structures, 155, 106946 is available at https://dx.doi.org/10.1016/j.tws.2020.106946.en_US
dc.subjectConfined concreteen_US
dc.subjectDouble-skinen_US
dc.subjectFRPen_US
dc.subjectLarge rupture strainen_US
dc.subjectLocal bucklingen_US
dc.subjectSteel tubeen_US
dc.subjectStiffeneren_US
dc.subjectTubular columnen_US
dc.titleCircular hybrid double-skin tubular columns with a stiffener-reinforced steel inner tube and a large-rupture-strain FRP outer tube : compressive behavioren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume155en_US
dc.identifier.doi10.1016/j.tws.2020.106946en_US
dcterms.abstractA typical fiber-reinforced polymer (FRP)-concrete-steel double-skin tubular column (DSTC) consists of an FRP outer tube, a hollow steel inner tube and an annular concrete in-fill in between. The existing studies on DSTCs in the past decade have generally confirmed the good structural performance of such column form, while it is worth noting that the possible in-ward buckling of the steel tubes in DSTCs is still a problem to be addressed, especially when DSTCs are subjected to large axial deformation. Against this background, a variation form of DSTCs called R-DSTCs has been recently developed by the authors. An R-DSTC is a DSTC in which the steel inner tube is reinforced by vertical stiffeners on the outer surface and the FRP outer tube can be circular, square or rectangular. The present paper presents the first ever experimental study on the compressive behavior of circular R-DSTCs which is the most common form of DSTCs. For the circular R-DSTC specimens tested in the present study, the outer tubes are made of a type of large-rupture-strain FRP. The vertical stiffeners on the steel inner tube are expected to delay or restrain the inward buckling of the steel tube, and the large-rupture-strain FRP outer tube makes possible a relatively large axial deformation of the specimen. In total, two DSTC specimens, twelve R-DSTC specimens and three bare steel tubes with/without stiffeners were tested, with the studied parameters covering the quantity, the dimensions and the shape of the stiffeners and the thickness of the FRP outer tube. The test results showed that R-DSTC specimens had a much better performance than the corresponding DSTC specimens in terms of both axial loading capacity and ductility, due to the existence of vertical stiffeners on the steel inner tube of R-DSTCs. The effects of the vertical stiffener-related parameters on the compressive behavior of R-DSTC specimens were also carefully examined and discussed in details.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationThin-walled structures, Oct. 2020, v. 155, 106946en_US
dcterms.isPartOfThin-walled structuresen_US
dcterms.issued2020-10-
dc.identifier.scopus2-s2.0-85087387354-
dc.identifier.eissn1879-3223en_US
dc.identifier.artn106946en_US
dc.description.validate202108 bcvcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0992-n06-
dc.identifier.SubFormID2353-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextAustralian Research Councilen_US
dc.description.pubStatusPublisheden_US
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