Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/30796
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dc.contributor.authorÖzen, Süleyman-
dc.date.accessioned2023-02-02T12:08:02Z-
dc.date.available2023-02-02T12:08:02Z-
dc.date.issued2020-01-27-
dc.identifier.citationMardani, A. vd. (2020). "Effect of curing conditions during the first 24 hours after casting on the properties of mortar mixtures". Revista De La Construccion, 19(1), 68-79.en_US
dc.identifier.issn0718-915X-
dc.identifier.urihttps://doi.org/10.7764/RDLC.19.1.68-79-
dc.identifier.urihttps://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/12310-
dc.identifier.urihttp://hdl.handle.net/11452/30796-
dc.description.abstractAs it is well known, the curing method directly affects many properties of cementitious composites. In previous studies, the effect of different curing conditions on the properties of the cementitious systems has been generally investigated in the period after first 24 hours after casting. However, there are not many studies in the literature related to the effects of curing conditions on the specimens kept in mold during 24 hours after casting. In this study, strength development, ultrasonic pulse velocity (UPV) and water absorption capacity of mortar specimens subjected to steam-curing at different temperatures during keeping in mold for the first 24 hours after production were compared. In this regard, all mortar specimens were exposed to curing in a steam-curing cabin at 95% constant relative humidity (RH) under 5 different temperatures such as 20, 35, 50, 65 and 80 degrees C for the first 24 hours after the specimens were placed into the molds. Afterwards, the specimens were removed from the molds and cured in water conformed to the standard until the testing day. In this context, the water-cement ratio, sand- binder and slump-flow value of all mortar mixtures were kept constant as 0.485, 2.75, 25 +/- 2 cm, respectively. As a result, the application of steam-curing at high temperature for the first 24 hours positively affected the 1-day compressive strength and UPV values of the mixtures, while the 3,7 and 28-day compressive strength, UPV values and the 28-day water absorption capacity of mixtures were adversely affected.en_US
dc.language.isoenen_US
dc.publisherPontificia University Catolica Chileen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAtıf Gayri Ticari Türetilemez 4.0 Uluslararasıtr_TR
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectMortar mixturesen_US
dc.subjectCuring conditionsen_US
dc.subjectWater absorptionen_US
dc.subjectCompressive strengthen_US
dc.subjectUltrasonic pulse velocityen_US
dc.subjectStrength developmenten_US
dc.subjectCementitious materialsen_US
dc.subjectDurability propertiesen_US
dc.subjectCompressive strengthen_US
dc.subjectConcreteen_US
dc.subjectTemperatureen_US
dc.subjectMetakaolinen_US
dc.subjectShrinkageen_US
dc.subjectRegimeen_US
dc.subjectConstruction & building technologyen_US
dc.subjectEngineeringen_US
dc.titleEffect of curing conditions during the first 24 hours after casting on the properties of mortar mixturesen_US
dc.typeArticleen_US
dc.identifier.wos000537097900006tr_TR
dc.identifier.scopus2-s2.0-85098274495tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentBursa Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.relation.bapAYP(MH)-2016/16tr_TR
dc.contributor.orcid0000-0003-0326-5015tr_TR
dc.identifier.startpage68tr_TR
dc.identifier.endpage79tr_TR
dc.identifier.volume19tr_TR
dc.identifier.issue1tr_TR
dc.relation.journalRevista De La Construccionen_US
dc.contributor.buuauthorMardani, Ali-
dc.contributor.buuauthorAltun, Muhammet Gökhan-
dc.contributor.researcheridAAJ-6415-2021tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosConstruction & building technologyen_US
dc.subject.wosEngineering, civilen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ4en_US
dc.contributor.scopusid57669486700tr_TR
dc.contributor.scopusid57203431200tr_TR
dc.subject.scopusTemperature; Compressive Strength; Hydrationen_US
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