Cyclic behavior of autoclaved aerated concrete block infill walls strengthened by basalt and glass fiber composites

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dc.authoridArslan, Mehmet Emin/0000-0002-7582-638X
dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorAykanat, Batuhan
dc.contributor.authorSubasi, Serkan
dc.contributor.authorMarasli, Muhammed
dc.date.accessioned2021-12-01T18:47:40Z
dc.date.available2021-12-01T18:47:40Z
dc.date.issued2021
dc.department[Belirlenecek]en_US
dc.description.abstractIn this study, the effects of 10 mm bilaterally applied basalt and glass fiber reinforced (BRC and GRC) cementitious plasters with different fiber content (1.0%, 2.0% and 3.0%) on the behavior of the autoclaved aerated concrete (AAC) block infill walls were investigated. For this purpose, 8 infill walls with dimensions of 150 x 150 x 20 cm were produced to examine the behavior of the infill walls under reversed cyclic loading. The load carrying capacities, stiffness degradation and energy dissipation capacities of the infill walls placed in a steel frame with hinges on all four corners were determined by using hysteretic load-displacement curves to evaluate effects of fiber reinforced cementitious plaster. The test results show that BRC and GRC plaster applications considerably increase the load carrying and energy dissipation capacities of the infill walls. However, the experimental results illustrated that the usage of BRC plasters in strengthening of the AAC block infill walls needs more attention. Having similar results for different fiber ratios in the use of GRC reveals that it may be more rational to use 1.0% fiber content for the most economical solution for strengthening. Although the results obtained in this study are valid for infill walls, the experimental results show that GRC plasters can also be used in strengthening of masonry walls. It is recommended that this method can be used quickly and effectively in strengthening of masonry structures, which occupy an important place in the existing building stock.en_US
dc.identifier.doi10.1016/j.engstruct.2021.112431
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.scopus2-s2.0-85104973458en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2021.112431
dc.identifier.urihttps://hdl.handle.net/20.500.12684/10344
dc.identifier.volume240en_US
dc.identifier.wosWOS:000659331900001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofEngineering Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBRCen_US
dc.subjectGRCen_US
dc.subjectAAC blocksen_US
dc.subjectInfill wallen_US
dc.subjectFiber contenten_US
dc.subjectStrengtheningen_US
dc.subjectCyclic loadingen_US
dc.subjectMasonry Wallsen_US
dc.subjectAacen_US
dc.subjectPerformanceen_US
dc.titleCyclic behavior of autoclaved aerated concrete block infill walls strengthened by basalt and glass fiber compositesen_US
dc.typeArticleen_US

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