Optimization of durability properties of concrete containing fly ash using Taguchi's approach and Anova analysis

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dc.authorid0000-0002-7585-2609
dc.authorid0000-0002-2691-2150
dc.authorscopusid38362627300
dc.authorscopusid36730697100
dc.authorscopusid23480721400
dc.authorscopusid6701781550
dc.authorscopusid50862363500
dc.authorwosidAKYUNCU, VEYSEL/ABA-3398-2020
dc.authorwosidTANYILDIZI, Harun/A-1950-2016
dc.authorwosidUysal, Mucteba/AAZ-5784-2020
dc.contributor.authorUysal, Mücteba
dc.contributor.authorAkyüncü, Veysel
dc.contributor.authorTanyıldızı, Harun
dc.contributor.authorSümer, Mansur
dc.contributor.authorYıldırım, Hasan
dc.date.accessioned2022-05-11T14:26:39Z
dc.date.available2022-05-11T14:26:39Z
dc.date.issued2018
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractIn this study, optimization of durability properties of the concretes was performed by using Taguchi method and Anova analysis. The durability performance of the concretes was evaluated using measurements of rapid chloride ion permeability, freezing-thawing resistance and sorptivity tests. The degree of freezing-thawing resistance was assessed the change of weight, ultrasonic pulse velocity (UPV) and flexural strength after 300 cycles. The use of fly ash improved the rapid chloride ion permeability and sorptivity of concrete. The best resistance to chloride ion permeability was obtained from a combination of type of class C fly ash content of 102 kg/m(3) with PC content of 332 kg/m(3). There was a remarkable reduction in the UPV after the specimens are subjected to freezing-thawing cycles. The amounts of flexural strength loss have been measured in the range of 6.70 - 29.83%. The use of type of class C fly ash positively affected freezing-thawing resistance of concrete. The Anova analysis indicated that the cement dosage has an utmost importance on the sorptivity level, chloride ion permeability and ultrasonic pulse velocity loss. Furthermore, the fly ash percentage has an utmost importance on the weight loss and flexural strength loss.
dc.identifier.doi10.7764/RDLC.17.3.364
dc.identifier.endpage382
dc.identifier.issn0718-915X
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85064441204
dc.identifier.scopusqualityN/A
dc.identifier.startpage364
dc.identifier.urihttps://doi.org/10.7764/RDLC.17.3.364
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6536
dc.identifier.volume17
dc.identifier.wosWOS:000457475200003
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorAkyüncü, Veysel
dc.language.isoen
dc.publisherPontificia Univ Catolica Chile, Escuela Construccion Civil
dc.relation.ispartofRevista De La Construccion
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectType of class C fly ash
dc.subjectsorptivity
dc.subjectChloride ion permeability
dc.subjectfreezing-thawing resistance
dc.subjectStructural Lightweight Concrete
dc.subjectFreeze-Thaw Durability
dc.subjectAir-Entrained Concrete
dc.subjectBlast-Furnace Slag
dc.subjectCompressive Strength
dc.subjectSilica Fume
dc.subjectMechanical-Properties
dc.subjectCuring Conditions
dc.subjectHigh-Temperature
dc.subjectFoundry-Sand
dc.titleOptimization of durability properties of concrete containing fly ash using Taguchi's approach and Anova analysis
dc.title.alternativeOptimización de las propiedades de durabilidad del hormigón que contiene ceniza, utilizando el enfoque Taguchi y análisis Anova]
dc.typeArticle

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