Fresh Properties and Fracture Energy of Basalt and Glass Fiber-Reinforced Self-Compacting Concrete

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dc.authorscopusid57195561040
dc.authorscopusid36087160800
dc.authorscopusid57206479185
dc.authorscopusid57224398152
dc.authorscopusid57195559166
dc.authorscopusid13613600300
dc.contributor.authorGültekin, A.
dc.contributor.authorBeycioğlu, A.
dc.contributor.authorArslan, M. E.
dc.contributor.authorSerdar, A. H.
dc.contributor.authorDobiszewska, M.
dc.contributor.authorRamyar, K.
dc.date.accessioned2021-12-01T18:38:51Z
dc.date.available2021-12-01T18:38:51Z
dc.date.issued2022
dc.department[Belirlenecek]en_US
dc.description.abstractIn this study, the fresh properties, fracture energy, compressive strength, and flexural strength of self-compacting concrete including glass or basalt fibers were examined, and the effect of fibers on these properties were studied comparatively. For this purpose, fibers having three different lengths (6, 12, and 24 mm) were used in two different contents (2 and 4 kg/m3). The workability of concrete mixtures decreased with fiber addition. The negative effect of basalt fibers on workability was greater than that of the glass fibers. The reduction in flow diameter was up to 40% and 44% as well as the reduction in L-box ratio was up to 41% and 48% in glass and basalt fiber mixtures, respectively. While the fiber addition generally reduced the compressive strength, it increased the flexural strength and fracture energy significantly. Increase in flexural strength was up to 58.6% in glass fiber and 43.5% in basalt fiber mixtures. The fracture energies of glass and basalt fiber mixtures were up to 55.1% and 30.4% higher than that of the control mixture, respectively. © 2021 American Society of Civil Engineers.en_US
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0004043
dc.identifier.issn08991561
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85118297261en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://doi.org/10.1061/(ASCE)MT.1943-5533.0004043
dc.identifier.urihttps://hdl.handle.net/20.500.12684/9876
dc.identifier.volume34en_US
dc.identifier.wosWOS:000719536000003en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.relation.ispartofJournal of Materials in Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBasalt fiberen_US
dc.subjectFracture energyen_US
dc.subjectGlass fiberen_US
dc.subjectSelf-compacting concreteen_US
dc.subjectWorkabilityen_US
dc.titleFresh Properties and Fracture Energy of Basalt and Glass Fiber-Reinforced Self-Compacting Concreteen_US
dc.typeArticleen_US

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