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Please use this identifier to cite or link to this item: http://10.10.120.238:8080/xmlui/handle/123456789/420
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dc.contributor.authorBhat P.en_US
dc.contributor.authorJamatia R.en_US
dc.date.accessioned2023-11-30T08:32:29Z-
dc.date.available2023-11-30T08:32:29Z-
dc.date.issued2023-
dc.identifier.issn0141-0296-
dc.identifier.otherEID(2-s2.0-85152919845)-
dc.identifier.urihttps://dx.doi.org/10.1016/j.engstruct.2023.116145-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/420-
dc.description.abstractAn analytical model is proposed for confinement pressure exerted by outer fibre-reinforced polymer (FRP) and inner steel tube on sandwiched concrete in hybrid FRP-concrete-steel double skin tubular columns (DSTC) under axial compression assuming displacement compatibility between both FRP-concrete and steel–concrete interfaces. Next, using the proposed analytical model, an analysis-oriented model is presented to predict the uniaxial behavior of hybrid FRP-concrete-steel DSTC. Comparison with available test results from the literature shows that the proposed model provides reasonably good predictions compared to other existing models. © 2023 Elsevier Ltden_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.sourceEngineering Structuresen_US
dc.subjectAnalytical modelen_US
dc.subjectDouble skin tubular columnsen_US
dc.subjectFRP-confined concreteen_US
dc.subjectMulti-axial compressionen_US
dc.titleAnalytical stress-strain model of hybrid FRP-concrete-steel double skin tubular columns under axial compressionen_US
dc.typeJournal Articleen_US
Appears in Collections:Journal Article

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