The effect of polypropylene, steel, and macro synthetic fibers on mechanical behavior of cementitious composites

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dc.authoridÖzsoy Özbay, Ayşe Elif/0000-0001-5397-398Xen_US
dc.contributor.authorÖzsoy Özbay, Ayşe Elif
dc.contributor.authorErkek, Orhan
dc.contributor.authorCeribasi, Seyit
dc.date.accessioned2024-07-12T21:37:44Z
dc.date.available2024-07-12T21:37:44Z
dc.date.issued2021en_US
dc.department[Belirlenecek]en_US
dc.description.abstractIncorporation of fibers in concrete has been an efficient technique to prevent crack propagation, thus improving ductility, durability, toughness and strength of concrete. In this context, a comprehensive experimental study has been conducted concerning the compressive and flexural strength of fiber reinforced concrete, through preparing nine concrete batches with polypropylene fibers, steel fibers and macro synthetic fibers; and the hybrid forms combining polypropylene (PP) and steel, polypropylene and macro synthetic fibers. Fiber inclusion in concrete caused slight variations in compres-sive strength. However, the flexural strength for all sample sets was significantly increased. The highest values of strength increase relative to control concrete were 60.67%, 42.45% and 27.05% incorporating steel, polypropylene and macro syn-thetic fibers, respectively. It was also noted that the higher aspect ratio of steel fibers resulted with better flexural perfor-mance, among the steel fiber reinforced concrete samples. Hybrid forms of polypropylene-steel and polypropylene-macro synthetic fibers achieved the highest flexural strength compared with samples including single type of fiber. In blended groups, utilization of polypropylene fibers with steel fibers and with macro synthetic fibers resulted with 69.81% and 78.99% of increase in flexural strength relative to control specimens, respectively.en_US
dc.identifier.doi10.7764/RDLC.20.3.591
dc.identifier.endpage601en_US
dc.identifier.issn0718-915X
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85125419423en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage591en_US
dc.identifier.urihttps://doi.org/10.7764/RDLC.20.3.591
dc.identifier.urihttps://hdl.handle.net/20.500.12415/6915
dc.identifier.volume20en_US
dc.identifier.wosWOS:000830861100011en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherPontificia Univ Catolica Chile, Escuela Construccion Civilen_US
dc.relation.ispartofRevista De La Construccionen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmzKY04257
dc.subjectPolypropylene Fibersen_US
dc.subjectSteel Fibersen_US
dc.subjectSynthetic Fibersen_US
dc.subjectConcreteen_US
dc.subjectMechanical Propertiesen_US
dc.titleThe effect of polypropylene, steel, and macro synthetic fibers on mechanical behavior of cementitious compositesen_US
dc.typeArticle
dspace.entity.typePublication

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