The effects of high temperature and cooling regimes on the mechanical and durability properties of basalt fiber reinforced mortars with silica fume

dc.contributor.authorKoksal, Fuat
dc.contributor.authorKocabeyoglu, Elif Tugce
dc.contributor.authorGençel, Osman
dc.contributor.authorBenli, Ahmet
dc.contributor.authorGençel, Osman
dc.date.accessioned2025-10-18T13:24:54Z
dc.date.created2021
dc.date.issued2021
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractThis study implemented an experimental program to evaluate performance of high strength mortars with basalt fibers (BF) and silica fume (SF) at ambient and elevated temperatures. The effects of ambient and elevated temperatures and curing regimes on the physical, mechanical and durability properties of BF reinforced SF blended mortars were investigated in this study. The effects of two types of cooling namely air cooling and water cooling after exposed elevated temperatures on the durability and mechanical performance of mortars was also assessed. In this study, all mortar mixtures were modified by replacing ordinary Portland cement (OPC) by 10% SF by weight and mortar mixtures were fabricated by the inclusion of BF at the rates of 0, 0.2, 0.4 and 0.6% by volume. The specimens were examined for compressive strength, flexural strength, porosity, ultrasonic pulse velocity, water absorption and unit weight and Scanning Electron Microscopy (SEM) analysis at ambient and elevated temperatures under air and water cooling after exposure to elevated temperatures. The effects of using different BF contents on the flowability of mortar mixtures were assessed by slump test. The results indicated that the flowability of mortar mixtures reduces with increasing fiber content. Test results also showed that with the inclusion of BF, the compressive strength enhances significantly and basalt fibers dosages of 0.2, 0.4, and 0.6% increased the compressive strength of mortar specimens by 19.46%, 21.77% and 31.40%, respectively, compared with that of reference mixture M1 at ambient temperature.
dc.identifier.doi10.1016/j.cemconcomp.2021.104107
dc.identifier.issn0958-9465
dc.identifier.issn1873-393X
dc.identifier.orcidKOKSAL, Fuat/0000-0002-3436-1694;
dc.identifier.scopus2-s2.0-85106592554
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.cemconcomp.2021.104107
dc.identifier.urihttps://hdl.handle.net/11772/23181
dc.identifier.volume121
dc.identifier.wosWOS:000663766900001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofCement & Concrete Composites
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWoS_20251016
dc.subjectMortar
dc.subjectElevated Temperature
dc.subjectBasalt Fiber
dc.subjectSilica Fume
dc.subjectHigh Strength
dc.subjectCooling Regime
dc.titleThe effects of high temperature and cooling regimes on the mechanical and durability properties of basalt fiber reinforced mortars with silica fume
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublication514d779e-b53b-47d7-a8d8-5e07c2799629
relation.isAuthorOfPublication.latestForDiscovery514d779e-b53b-47d7-a8d8-5e07c2799629

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