The impact of RCA and fly ash on the mechanical and durability properties of polypropylene fibre-reinforced concrete exposed to freeze-thaw cycles and MgSO4 with ANN modeling

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dc.authorscopusid57204601046
dc.authorscopusid57330229500
dc.authorscopusid35184826100
dc.authorscopusid57118954700
dc.authorscopusid57201863835
dc.authorscopusid57329071100
dc.contributor.authorBayraktar, Oğuzhan Yavuz
dc.contributor.authorEshtewı, S. Salem Taher
dc.contributor.authorBenli, Ahmet
dc.contributor.authorKaplan, Gökhan
dc.contributor.authorToklu, Kenan
dc.contributor.authorGünek, Furkan
dc.date.accessioned2022-05-11T14:03:07Z
dc.date.available2022-05-11T14:03:07Z
dc.date.issued2021
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractAn experimental study has been conducted to investigate the impact of recycled coarse aggregate (RCA) and fly ash (FA) on the transport, mechanical and durability properties of polypropylene fiber reinforced concretes. In this context, nine concrete mixtures with 25% FA as cement replacement (by wt.) and nine mixtures without FA were produced. RCA was used to replace natural coarse aggregates (NCA) at 0, 25 and 50% by wt. in all concrete mixtures. In addition, polypropylene fiber (PPF) was added to concrete mixtures at 0, 3 and 6% by volume. Mechanical performance was evaluated by compressive, splitting tensile strength at 7, 28 and 90 days and Schmidt rebound hammer at 90 days. Dry bulk density, water absorption, apparent porosity and sorptivity of concrete were also evaluated. Durability performance of concretes was evaluated by exposing to 50,100 and 150 freeze-thaw cycles and MgSO4 attack. Abrasion test on the concretes was also performed. After performing durability tests, compressive, splitting tensile strength, ultrasonic pulse velocity, microstructural observations and mass loss of the concretes were assessed. An artificial neural network (ANN) was also modeled for predicting experimental data. The results indicated that combined use of RCA, FA and PPF improved the compressive strength considerably and approximately 60 MPa was obtained in concretes with 25 and 50% RCA. The use of RCA in concretes with 25% FA has improved the mechanical properties. The mixture with 25% RCA, 6%PPF and without FA and the mixture with 50% RCA, 3%PPF and FA showed the best abrasion resistance. Reference and the mixture with 0% RCA, 25% FA and 6% PPF exhibited the lowest strength loss after the MgSO4 attack. Reference and the mixture with 25% RCA, 25% FA and 3% PPF performed the best after 100F-T cycles in terms of compressive strength. With the Bayesian regularized algorithm, material quantities for the target concrete properties can be obtained. The main outcome of this study is that using RCA, FA and PPF in concrete can give better performance in terms of mechanical and durability performance than normal concrete. © 2021 Elsevier Ltd
dc.identifier.doi10.1016/j.conbuildmat.2021.125508
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85118859130
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2021.125508
dc.identifier.urihttps://hdl.handle.net/20.500.11776/4611
dc.identifier.volume313
dc.identifier.wosWOS:000718534300003
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorBayraktar, Oğuzhan Yavuz
dc.institutionauthorToklu, Kenan
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectANN
dc.subjectConcrete
dc.subjectFly ash
dc.subjectFreeze-thaw cycles
dc.subjectMgSO4 attack
dc.subjectPolypropylene fiber
dc.subjectRecycled aggregate
dc.subjectCompressive strength
dc.subjectConcrete aggregates
dc.subjectConcrete mixtures
dc.subjectDurability
dc.subjectErosion
dc.subjectFiber reinforced materials
dc.subjectFibers
dc.subjectMagnesium compounds
dc.subjectMixtures
dc.subjectNeural networks
dc.subjectPolypropylenes
dc.subjectReinforced concrete
dc.subjectTensile strength
dc.subjectThawing
dc.subjectWater absorption
dc.subjectDurability performance
dc.subjectFreeze-thaw cycles
dc.subjectMechanical and durability properties
dc.subjectMechanical performance
dc.subjectMgSO4 attack
dc.subjectPolypropylene fiber
dc.subjectPolypropylene fiber reinforced concrete
dc.subjectRecycled aggregates
dc.subjectRecycled coarse aggregate
dc.subjectSplitting-tensile strengths
dc.subjectFly ash
dc.titleThe impact of RCA and fly ash on the mechanical and durability properties of polypropylene fibre-reinforced concrete exposed to freeze-thaw cycles and MgSO4 with ANN modeling
dc.typeArticle

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