An experimental and numerical study of the strengthening of masonry brick vaults

dc.contributor.authorTanrıverdi, Şükran
dc.date.accessioned2023-02-27T05:47:42Z
dc.date.available2023-02-27T05:47:42Z
dc.date.issued2023
dc.departmentMühendislik Fakültesi
dc.description.abstractVaults are curvilinear cover systems that cover open spaces formed by the combination of arches. The vaults, built using materials such as stone and brick, are used in historical buildings such as mosques, madrasahs, inns, baths, churches, and monasteries. In this study, experimental studies were carried out to examine the reinforcement techniques with steel and different types of CFRP strip applications applied to masonry vaults. Within the scope of the research, one reference sample, one tie rod, four reinforced CFRP materials of different designs, and a total of six masonry vault samples were tested under axial compression. The test vault samples were also analyzed numerically in the LUSAS Analysis Program, and the test results obtained from the numerical analysis were compared. According to the results obtained, the load-bearing capacity of the reinforced samples increased by at least 45% compared to the non-reinforced sample that was named as the reference.
dc.identifier.doi10.1016/j.istruc.2022.11.098
dc.identifier.endpage813en_US
dc.identifier.issn2352-0124
dc.identifier.scopusqualityQ1
dc.identifier.startpage800en_US
dc.identifier.urihttps:/dx.doi.org/10.1016/j.istruc.2022.11.098
dc.identifier.urihttps://hdl.handle.net/20.500.12451/10296
dc.identifier.volume47en_US
dc.identifier.wosWOS:000899499000001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofStructures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.subjectFRP
dc.subjectHistorical Structures
dc.subjectMasonry Vaults
dc.subjectRepair
dc.subjectStrengthening
dc.subjectTie Rod
dc.titleAn experimental and numerical study of the strengthening of masonry brick vaults
dc.typeReview Article

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