Investigation of fracture parameters of concrete incorporating basalt fibers

dc.contributor.authorPehlivan, A.O.
dc.date.accessioned2024-07-12T21:40:05Z
dc.date.available2024-07-12T21:40:05Z
dc.date.issued2021en_US
dc.department[Belirlenecek]en_US
dc.description.abstractConcrete is a brittle material that should be enhanced with better tensile strength and toughness capacity. Concrete matrix is generally reinforced with fibers which are extremely helpful inhibiting the crack propagation and supplying the ability of strain accumulation into concrete matrix. In this study, an environment friendly type of fiber was introduced into concrete for the investigation of mechanical properties and fracture characteristics by size independent double-K fracture parameters asserted in the literature. Effect of basalt fibers with different lengths and contents were investigated under notched three-point bending tests and relevant parameters obtained and calculated, were compared for two distinct parameters: fiber length (6, 12, 24 mm) and content (0, 0.1%,0.3%, 0.5%, 1%). Shorter fibers confronted dispersion problems when used in higher content whereas 12 mm fiber specimens performed more stable results. Fracture energy dissipation was found to be linearly increasing with increasing fiber content and also longer fibers were found to be more efficient. Double-K fracture parameters were found to be resourceful when considering toughness and ductility of the material besides these parameters indicated useful information regarding the pre-cracking and post-cracking behavior of concrete. SEM investigations were also conducted to monitor the bonding between basalt fibers and concrete matrix. © 2021, Fundatia Serban Solacolu. All rights reserved.en_US
dc.identifier.endpage255en_US
dc.identifier.issn1583-3186
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85108574793en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage247en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12415/7133
dc.identifier.volume51en_US
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherFundatia Serban Solacoluen_US
dc.relation.ispartofRevista Romana de Materiale/ Romanian Journal of Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKY04920
dc.subjectBasalt Fiberen_US
dc.subjectCmoden_US
dc.subjectFiber Lengthen_US
dc.subjectFracture Energyen_US
dc.subjectFracture Parametersen_US
dc.titleInvestigation of fracture parameters of concrete incorporating basalt fibersen_US
dc.typeArticle
dspace.entity.typePublication

Dosyalar