Computational material modeling of masonry walls strengthened with fiber reinforced polymers

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dc.authoridDoran, Bilge/0000-0001-6703-7279
dc.contributor.authorKoksal, H. Orhun
dc.contributor.authorJafarov, Oktay
dc.contributor.authorDoran, Bilge
dc.contributor.authorAktan, Selen
dc.contributor.authorKarakoc, Cengiz
dc.date.accessioned2025-01-27T20:16:59Z
dc.date.available2025-01-27T20:16:59Z
dc.date.issued2013
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThis paper aims to develop a practical approach to modeling of fiber reinforced polymers (FRP) strengthened masonry panels. The main objective is to provide suitable relations for the material characterization of the masonry constituents so that the finite element applications of elas to-plastic theory achieves a close fit to the experimental load-displacement diagrams of the walls subjected to in-plane shear and compression. Two relations proposed for masonry columns confined with FRP are adjusted for the cohesion and the internal friction angle of both units and mortar. Relating the mechanical parameters to the uniaxial compression strength and the hydrostatic pressure acting over the wall surface, the effects of major and intermediate principal stresses sigma(1) and sigma(2) on the yielding and the shape of the deviatoric section are then reflected into the analyses. Performing nonlinear finite element analyses (NLFEA) for the three walls tested in two different studies, their stress-strain response and failure modes are eventually evaluated through the comparisons with the experimental behavior.
dc.identifier.doi10.12989/sem.2013.48.5.737
dc.identifier.endpage755
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue5
dc.identifier.scopus2-s2.0-84889009275
dc.identifier.scopusqualityQ2
dc.identifier.startpage737
dc.identifier.urihttps://doi.org/10.12989/sem.2013.48.5.737
dc.identifier.urihttps://hdl.handle.net/20.500.12428/21457
dc.identifier.volume48
dc.identifier.wosWOS:000328280600008
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectmasonry wall
dc.subjectfiber reinforced polymer
dc.subjectcohesion
dc.subjectinternal friction
dc.subjectelasto-plastic analysis
dc.subjectfinite element
dc.titleComputational material modeling of masonry walls strengthened with fiber reinforced polymers
dc.typeArticle

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