Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/3185
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dc.contributor.authorÖztürk, Oğuzhan-
dc.date.accessioned2022-11-28T16:54:46Z-
dc.date.available2022-11-28T16:54:46Z-
dc.date.issued2022-
dc.identifier.issn2214-7853-
dc.identifier.urihttps://doi.org/10.1016/j.matpr.2022.04.493-
dc.identifier.urihttps://doi.org/10.1016/j.matpr.2022.04.493-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/3185-
dc.descriptionInternational Conference on Advances in Construction Materials and Structures (ICCMS) -- DEC 15-17, 2021 -- ELECTR NETWORKen_US
dc.description.abstractThe design of the structural composites is significant for civil engineering applications which exposures cyclic freeze and thawing action. Accordingly, it is important to design the infrastructures with the appro-priate frost-resistant composite material. Besides a wide range of applications of cement-based compos-ites, geopolymer composites are also of interest under frost action. The current paper deals with the frost resistance of different structural composites with and without fiber reinforcement. A comparison of frost resistance was made between geopolymer and cementitious composites at different curing ages. As frost durability is mainly related to air void parameters, characterization was made for both matrix types in the presence of fiber reinforcement. After applying freeze-thaw cycles, mechanical, water absorption parameters and weight loss were performed for a complete comparison. The results revealed that although inclusion of fiber slightly reduced the compressive strength, reductions after freezing and thaw-ing tests were similar between plain and fiber reinforced cement mortars. On the other hand, frost dam-age surpassed the geopolymerization as higher rate of cyclic frost action lowered the mechanical properties at 28 days compared to 7-day-old specimens. The flexural strength of each mixture was reduced after freeze and thaw cycles, however, it was limited for the fiber reinforced cement mortars. Plain specimens were more prone to cyclic freeze and thaw curing compared to fiber inclusion irrespec-tive of composite type. Geopolymer composites were prone to frost damage as water immersion of geopolymer mortars and excessive sodium content seems to be harmful to geopolymers, especially at earlier ages.Copyright (c) 2022 Elsevier Ltd. All rights reserved.Selection and peer-review under responsibility of the scientific committee of the International Confer-ence on Advances in Construction Materials and Structures.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofMaterials Today-Proceedingsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCementitious compositesen_US
dc.subjectDurabilityen_US
dc.subjectFreeze and thaw cyclesen_US
dc.subjectGeopolymersen_US
dc.subjectMechanical propertiesen_US
dc.subjectConcreteen_US
dc.titleComparison of frost resistance for the fiber reinforced geopolymer and cementitious composites [Conference Object]en_US
dc.typeConference Objecten_US
dc.identifier.doi10.1016/j.matpr.2022.04.493-
dc.identifier.scopus2-s2.0-85132639625en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume65en_US
dc.identifier.startpage1504en_US
dc.identifier.endpage1510en_US
dc.identifier.wosWOS:000863204400023en_US
dc.institutionauthorÖztürk, Oğuzhan-
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ2-
item.cerifentitytypePublications-
item.grantfulltextembargo_20300101-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeConference Object-
item.fulltextWith Fulltext-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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