Structural Behavior of Masonry Panels Strengthened Using Geopolymer Composites in Compression Tests

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dc.authoridMaras, Muslum Murat/0000-0002-6324-207X
dc.authorwosidMaras, Muslum Murat/ABG-7987-2020
dc.contributor.authorMaras, Muslum Murat
dc.contributor.authorKose, Mehmet Metin
dc.date.accessioned2024-08-04T20:48:44Z
dc.date.available2024-08-04T20:48:44Z
dc.date.issued2021
dc.departmentİnönü Üniversitesien_US
dc.description.abstractUnreinforced masonry panels are the most important supporting elements in many structures, but these building elements are very vulnerable to earthquakes, and serious damage occurs. Many researchers state that the seismic performance of the masonry samples is poor and that these elements should be strengthened. In this study, the structural behavior of the strengthened masonry prism was investigated using Geogrid Geopolymer Panels (GGP) in compression tests. Six stone masonry wallettes were built to characterize them under loading systems, and the behavior of the samples was determined with different geometric strengthening methods (cross, diagonal, and parallel). Samples UCT-M1 and DCT-M1 were unreinforced masonry walls. GGP material was applied across the entire surface of reinforced samples UCT-M2 and DCT-M2. Vertical and diagonal compression tests were applied to the samples according to ASTM C1314-10 and ASTM E519-02, respectively. A linear variable differential transducer was placed on the samples, and the load-displacement curves were determined. As a result, the reinforced masonry walls had higher mechanical strength and load-carrying capacity than the UCT-M1 and DCT-M1 samples. The geopolymer composites prevented the degradation of the UCT-M2 and DCT-M2 samples. Also, the strengthened specimens displayed more ductile behavior, which depends on the failure mode and cracks patterns under the loading systems.en_US
dc.description.sponsorshipKahramanmaras Sutcu Imam University (KSU) Project of Scientific Investigation (BAP) [2015/169D]en_US
dc.description.sponsorshipThe authors are grateful to the Kahramanmaras Sutcu Imam University (KSU) Project of Scientific Investigation (BAP) for their financial support for this project (2015/169D).en_US
dc.identifier.doi10.1007/s40996-020-00433-6
dc.identifier.endpage777en_US
dc.identifier.issn2228-6160
dc.identifier.issn2364-1843
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85087514540en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage767en_US
dc.identifier.urihttps://doi.org/10.1007/s40996-020-00433-6
dc.identifier.urihttps://hdl.handle.net/11616/99398
dc.identifier.volume45en_US
dc.identifier.wosWOS:000547546300001en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer International Publishing Agen_US
dc.relation.ispartofIranian Journal of Science and Technology-Transactions of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectWallettesen_US
dc.subjectLoadsen_US
dc.subjectStrengthen_US
dc.subjectGeopolymeren_US
dc.subjectDuctileen_US
dc.titleStructural Behavior of Masonry Panels Strengthened Using Geopolymer Composites in Compression Testsen_US
dc.typeArticleen_US

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