Experimental and Analytical Study of Masonry Constructions Reinforced with Bed Joints

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dc.contributor.authorKamanli, Mehmet
dc.contributor.authorCogurcu, Mustafa Tolga
dc.date.accessioned2020-03-26T18:50:41Z
dc.date.available2020-03-26T18:50:41Z
dc.date.issued2014
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, investigation was conducted on the out-of-plane fracture under repeated reversing loads of specimens of unreinforced masonry wall models, a suitable building material found worldwide, strengthened by bed joints using FRP (fiberglass reinforced plastic) with epoxy resin, by production of two separate wall samples composed of materials with identical characteristics in a 1 : 1 ratio. It was also observed that the fracture type became brittle and the pour lines indicated that it did not have tensile strength. Approximately, a 3.5 increase in withstanding breakage under seismic forces was observed in the performance of the wall strengthened by FRP with epoxy reinforcements in the bed joints. Furthermore, the shear strength of the model masonry wall was 48 % less than that attained in the wall strengthened by bed joints and it was determined that the energy absorption of the model masonry wall was 22 % less than that of the wall strengthened by bed joints. Additionally, while the masonry wall in the test which was not strengthened broke under repeated reversing loads at 65 kN, the break load of the strengthened masonry wall was ascertained to be 80 kN. The accuracy and application of the results of the studies conducted were also scrutinized by running finite element stress analysis and numerical solutions using an ANSYS computer-supported analysis program.en_US
dc.identifier.doi10.3139/120.110618en_US
dc.identifier.endpage689en_US
dc.identifier.issn0025-5300en_US
dc.identifier.issue9en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage681en_US
dc.identifier.urihttps://dx.doi.org/10.3139/120.110618
dc.identifier.urihttps://hdl.handle.net/20.500.12395/30855
dc.identifier.volume56en_US
dc.identifier.wosWOS:000341921400007en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherCARL HANSER VERLAGen_US
dc.relation.ispartofMATERIALS TESTINGen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectMaterials testingen_US
dc.subjectmasonry wallen_US
dc.subjectreinforcementen_US
dc.subjectnumerical analysisen_US
dc.subjectbed jointsen_US
dc.titleExperimental and Analytical Study of Masonry Constructions Reinforced with Bed Jointsen_US
dc.typeArticleen_US

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