Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/57475
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dc.contributor.authorÇelik, S.B.-
dc.contributor.authorGireson, K.-
dc.contributor.authorÇobanoğlu, İ.-
dc.date.accessioned2024-06-29T13:49:57Z-
dc.date.available2024-06-29T13:49:57Z-
dc.date.issued2024-
dc.identifier.issn0950-0618-
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2024.136682-
dc.identifier.urihttps://hdl.handle.net/11499/57475-
dc.description.abstractFlexural strength is an important mechanical parameter for natural stones used as surface claddings. This study was carried out to investigate the decrease in flexural strength under the influence of weathering by freeze-thaw cycles. Five types of building stones which are granite, marble, micritic limestone, sparitic limestone and travertine were exposed to 14, 28, 56, 84, 120 and 200 freeze-thaw cycles, flexural strength tests were conducted as three and four points flexural strength tests. Results indicated that even if no visible disintegration on samples was monitored, noticeable reductions on ultrasonic P-wave velocity, the Leeb hardness, and flexural strength results were observed after freeze-thaw cycles. Correlation between test results for fresh and weathered samples were presented. In addition, anisotropic properties of sample groups were calculated from ultrasonic P-wave velocity values measured in 3 directions and their increases due to freeze-thaw cycles were determined. The long-term durability of stone groups against freeze-thaw cycles was revealed by half-lives calculated from decay function parameters. A decrease in flexural strength of up to 30 % has been revealed under the influence of weathering. © 2024 Elsevier Ltden_US
dc.description.sponsorshipPamukkale Üniversitesi, PAÜen_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnisotropy coefficienten_US
dc.subjectDecay functionen_US
dc.subjectFlexural strengthen_US
dc.subjectNatural stonesen_US
dc.subjectAcoustic wave velocityen_US
dc.subjectAnisotropyen_US
dc.subjectBending strengthen_US
dc.subjectDecay (organic)en_US
dc.subjectDisintegrationen_US
dc.subjectLimeen_US
dc.subjectLimestoneen_US
dc.subjectSeismic wavesen_US
dc.subjectTemperature distributionen_US
dc.subjectThawingen_US
dc.subjectWave propagationen_US
dc.subjectAnisotropy coefficientsen_US
dc.subjectBuilding stoneen_US
dc.subjectDecay functionen_US
dc.subjectExposed toen_US
dc.subjectFreeze-thaw cyclesen_US
dc.subjectMechanical parametersen_US
dc.subjectNatural stonesen_US
dc.subjectNon linearen_US
dc.subjectStrength testsen_US
dc.subjectUltrasonic P-wave velocityen_US
dc.subjectWeatheringen_US
dc.titleNon-linear loss in flexural strength of natural stone slabs exposed to weathering by freeze-thaw cyclesen_US
dc.typeArticleen_US
dc.identifier.volume434en_US
dc.departmentPamukkale Universityen_US
dc.identifier.doi10.1016/j.conbuildmat.2024.136682-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid24175520800-
dc.authorscopusid57800222300-
dc.authorscopusid6506218464-
dc.identifier.scopus2-s2.0-85194159375en_US
dc.identifier.wosWOS:001286022400001en_US
dc.institutionauthor-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextnone-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypeArticle-
crisitem.author.dept10.08. Geological Engineering-
crisitem.author.dept33.04. Mining and Hoisting-
crisitem.author.dept10.08. Geological Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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