Elastoplastic Finite-Element Analysis of FRP-Confined Masonry Columns

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dc.authoridKuruscu, Ali Osman/0000-0002-4402-0711
dc.contributor.authorKoksal, H. O.
dc.contributor.authorAktan, S.
dc.contributor.authorKuruscu, A. O.
dc.date.accessioned2025-01-27T20:29:51Z
dc.date.available2025-01-27T20:29:51Z
dc.date.issued2012
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThe focus of the work described in this paper is on the development of a practical Drucker-Prager (DP) type constitutive model for the nonlinear finite-element analysis (NLFEA) of fiber-reinforced polymers (FRP)-confined masonry columns under concentric compression. This paper introduces analytical relations for the cohesion and internal friction angle for masonry constituents, i.e., solid clay bricks and mortar. The proposed relations account for the slight change of the linear part of the compressive meridian into a curve at higher hydrostatic pressure values and predict the compressive and tension meridians of concrete even for high hydrostatic pressure. Evaluating possible failure criteria in FRP-confined masonry columns, 14 test specimens from three major experimental studies are successively modeled through the proposed approach. The results of NLFEA show both satisfactory predictions of the stress-strain response of the columns and theoretical understanding for the strain distributions in the FRP sheets. DOI: 10.1061/(ASCE)CC.1943-5614.0000268. (C) 2012 American Society of Civil Engineers.
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000268
dc.identifier.endpage417
dc.identifier.issn1090-0268
dc.identifier.issn1943-5614
dc.identifier.issue4
dc.identifier.scopus2-s2.0-84873669096
dc.identifier.scopusqualityQ1
dc.identifier.startpage407
dc.identifier.urihttps://doi.org/10.1061/(ASCE)CC.1943-5614.0000268
dc.identifier.urihttps://hdl.handle.net/20.500.12428/23054
dc.identifier.volume16
dc.identifier.wosWOS:000312664600005
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAsce-Amer Soc Civil Engineers
dc.relation.ispartofJournal of Composites For Construction
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectMasonry column
dc.subjectFinite element analysis
dc.subjectCohesion
dc.subjectInternal friction angle
dc.subjectDrucker-Prager criterion
dc.subjectFailure
dc.subjectFiber reinforced polymer
dc.subjectCompressive strength
dc.titleElastoplastic Finite-Element Analysis of FRP-Confined Masonry Columns
dc.typeArticle

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