Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: An experimental study

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dc.authorid0000-0003-1151-5520
dc.authorscopusid24080840300
dc.authorscopusid23980542300
dc.authorscopusid36730697100
dc.authorscopusid56457374900
dc.authorscopusid55649946600
dc.authorwosidAKCA, Abdullah/AAZ-8466-2020
dc.authorwosidKabay, Nihat/AAZ-7270-2020
dc.authorwosidAkyüncü, Veysel/ABA-3398-2020
dc.contributor.authorKızılkanat, Ahmet B.
dc.contributor.authorKabay, Nihat
dc.contributor.authorAkyüncü, Veysel
dc.contributor.authorChowdhury, Swaptik
dc.contributor.authorAkca, Abdullah R.
dc.date.accessioned2022-05-11T14:26:37Z
dc.date.available2022-05-11T14:26:37Z
dc.date.issued2015
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractBasalt fiber (BF) is a novel kind of inorganic fiber which is manufactured from the extrusion of melted basalt rock and is commercially available. This study comparatively analyze the application of basalt and glass fibers as fiber reinforcement in high strength concrete. It was observed from the test results that there was no significant effect of fiber inclusion on the compressive strength and modulus of elasticity of concrete. The splitting tensile strength of basalt fiber reinforced concrete (BFRC) increased with increasing fiber dosage whereas there was no increase in strength for glass fiber reinforced concrete (GFRC) was observed beyond 0.50% fiber dosage. In a trend similar to splitting tensile strength, the flexural strength of BFRC increased with increasing fiber content in a gradual fashion but no such change was observed for GFRC after 0.50% fiber content. Fracture energy increased significantly after 0.25% dosage for both basalt and glass reinforced concrete. The K-IC and CTODC results of the BFRC showed that BF inclusion improves the performance of concrete more when compared to GF with respect to crack resistance and ductility. (C) 2015 Elsevier Ltd. All rights reserved.
dc.description.sponsorshipYildiz Technical UniversityYildiz Technical University [2014-05-01-KAP01]
dc.description.sponsorshipThe authors acknowledge the support from Yildiz Technical University Scientific Research Projects Coordinate (2014-05-01-KAP01). Authors also thank Spinteks (Turkey) for providing the basalt fiber to conduct this study.
dc.identifier.doi10.1016/j.conbuildmat.2015.10.006
dc.identifier.endpage224
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopus2-s2.0-84944189615
dc.identifier.scopusqualityQ1
dc.identifier.startpage218
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.10.006
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6522
dc.identifier.volume100
dc.identifier.wosWOS:000364608000023
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorAkyüncü, Veysel
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBasalt fiber
dc.subjectGlass fiber
dc.subjectMechanical properties
dc.subjectFracture
dc.subjectHigh-Strength Concrete
dc.subjectEnergy
dc.titleMechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: An experimental study
dc.typeArticle

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