Computational analysis of fibre reinforced polymer-confined masonry columns

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dc.contributor.authorKöksal, H.O.
dc.contributor.authorAktan, S.
dc.contributor.authorDoran, B.
dc.contributor.authorKarakoç, C.
dc.date.accessioned2025-01-27T18:50:22Z
dc.date.available2025-01-27T18:50:22Z
dc.date.issued2011
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011 -- 6 September 2011 through 9 September 2011 -- Chania, Crete -- 89029
dc.description.abstractA steady growth in the application of fiber reinforced polymers (FRP) for strengthening of masonry structures against earthquake hazard and static overloading is therefore beneficial for the maintenance of the architectural cultural heritage. The aim of this paper is to present a practical modeling approach for the nonlinear finite element analysis (NLFEA) of FRP-confined masonry columns under concentric loading. A computational study using the finite element program LUSAS on the fracture behavior of concrete elements confined with CFRP jackets has been conducted by the application of Drucker-Prager criterion to the FRP-confined masonry columns tested by Krevaikas and Triatafillou (2005). Modeling aspects and detailed analysis results for square masonry columns are presented and discussed with a view toward assessing the capabilities of the structural modeling. © Civil-Comp Press, 2011.
dc.identifier.isbn978-190508845-4
dc.identifier.scopus2-s2.0-84858437038
dc.identifier.scopusqualityN/A
dc.identifier.urihttps://hdl.handle.net/20.500.12428/12493
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofProceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20250125
dc.subjectCompressive strength; Confinement level; Drucker-Prager criterion; Fiber reinforced polymer; Finite element analysis; Masonry column
dc.titleComputational analysis of fibre reinforced polymer-confined masonry columns
dc.typeConference Object

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