Effect of the fibre type on concrete impact resistance

cic.institucionOrigenLaboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológicaes
cic.isFulltexttruees
cic.isPeerReviewedtruees
cic.lugarDesarrolloLaboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológicaes
cic.versioninfo:eu-repo/semantics/publishedVersiones
dc.date.accessioned2021-09-24T13:41:45Z
dc.date.available2021-09-24T13:41:45Z
dc.identifier.urihttps://digital.cic.gba.gob.ar/handle/11746/11219
dc.titleEffect of the fibre type on concrete impact resistanceen
dc.typeArtículoes
dcterms.abstractFibre Reinforced Concrete performance is evaluated in terms of bending residual stresses. Although fibre concrete is suitable for structures exposed to impacts and other extreme loads, there is not much information about the relationship between the static residual capacity and the impact strength. Concretes incorporating steel, glass and polymer macrofibres were evaluated by means of a repeated dropweight impact test. The cracking resistance and the post-cracking behaviour were compared. While the first crack mainly depends on the matrix strength, there is a direct relationship between static residual stresses and the impact resistance, but it varies with the type of fibre.en
dcterms.creator.authorVivas, Juan Carloses
dcterms.creator.authorZerbino, Raúles
dcterms.creator.authorTorrijos, María Celestees
dcterms.creator.authorGiaccio, Graciela Martaes
dcterms.identifier.otherdoi: 10.1016/j.conbuildmat.2020.120200es
dcterms.identifier.otherISSN 0950-0618es
dcterms.isPartOf.issuevol. 264es
dcterms.isPartOf.seriesConstruction and Building Materialses
dcterms.issued2020-12
dcterms.languageIngléses
dcterms.licenseAttribution-NonCommercial-ShareAlike 4.0 International (BY-NC-SA 4.0)es
dcterms.subjectCrack controlen
dcterms.subjectFRC class, Impacten
dcterms.subjectGlass macrofibresen
dcterms.subjectPolymer macrofibresen
dcterms.subjectSteel fibresen
dcterms.subject.materiaIngeniería de los Materialeses

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