Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/1164
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dc.contributor.authorÖztürk, Oğuzhan-
dc.contributor.authorYenidünya, Eren-
dc.contributor.authorKeskin, Ülkü Sultan-
dc.date.accessioned2021-12-13T10:34:47Z-
dc.date.available2021-12-13T10:34:47Z-
dc.date.issued2021-
dc.identifier.issn1899-0142-
dc.identifier.urihttps://doi.org/10.21307/ACEE-2021-007-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/1164-
dc.description.abstractProperties of concrete are affected by its fabrication process such as preparation, mixing, placing, finishing and curing. Since curing process is the ultimate stage of the fresh state of concrete before it is put into service, it is of great significance that is needed to be strictly handled. In the present study, steel fiber reinforced concrete was investigated in terms of different curing regimes including precast technology and comparative analysis was performed. To this end, beams and cubes specimens were fabricated and cured under steam process to represent the applications of precast concrete industry. Findings were compared with the other types of curing regimes. Mechanical behaviors of specimens were evaluated along with their strength development and workability in the presence of steel fiber. Results indicated that adequate workability and mechanical properties were obtained for steam-cured specimens compared to other specimens produced with different curing regimes. However, production parameters such as mixture proportion and fiber dosage were more pronounced for low-strength concrete specimens compared to high strength steam cured concrete specimens.en_US
dc.language.isoenen_US
dc.publisherSILESIAN UNIV TECHNOLOGYen_US
dc.relation.ispartofARCHITECTURE CIVIL ENGINEERING ENVIRONMENTen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectMechanical propertiesen_US
dc.subjectPrecast concreteen_US
dc.subjectSteam curingen_US
dc.subjectSteel fiberen_US
dc.titleEFFECT OF CURING REGIMES ON THE MECHANICAL AND FRESH PROPERTIES OF STEEL FIBER-REINFORCED CONCRETEen_US
dc.typeArticleen_US
dc.identifier.doi10.21307/ACEE-2021-007-
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume14en_US
dc.identifier.issue1en_US
dc.identifier.startpage69en_US
dc.identifier.endpage81en_US
dc.identifier.wosWOS:000636619800007en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
item.cerifentitytypePublications-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.fulltextWith Fulltext-
crisitem.author.dept02.02. Department of Civil Engineering-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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