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Please use this identifier to cite or link to this item: https://olympias.lib.uoi.gr/jspui/handle/123456789/13886
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dc.contributor.authorSoulioti, D. V.en
dc.contributor.authorBarkoula, N. M.en
dc.contributor.authorPaipetis, A.en
dc.contributor.authorMatikas, T. E.en
dc.date.accessioned2015-11-24T17:33:41Z-
dc.date.available2015-11-24T17:33:41Z-
dc.identifier.issn0039-2103-
dc.identifier.urihttps://olympias.lib.uoi.gr/jspui/handle/123456789/13886-
dc.rightsDefault Licence-
dc.subjectfibre geometryen
dc.subjectfibre volume fractionen
dc.subjectfibre-reinforced concreteen
dc.subjectflexural toughnessen
dc.subjectfour-point bendingen
dc.subjectsteel-fibresen
dc.subjectmechanical-propertiesen
dc.subjecttoughnessen
dc.titleEffects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel-Fibre Reinforced Concreteen
heal.typejournalArticle-
heal.type.enJournal articleen
heal.type.elΆρθρο Περιοδικούel
heal.identifier.primaryDOI 10.1111/j.1475-1305.2009.00652.x-
heal.identifier.secondary<Go to ISI>://000295918500051-
heal.languageen-
heal.accesscampus-
heal.recordProviderΠανεπιστήμιο Ιωαννίνων. Σχολή Θετικών Επιστημών. Τμήμα Μηχανικών Επιστήμης Υλικώνel
heal.publicationDate2011-
heal.abstractThis work aims in studying the mechanical behaviour of concrete, reinforced with steel fibres of different geometry and volume fraction. Experiments include compression tests and four-point bending tests. Slump and air content tests were performed on fresh concrete. The flexural toughness, flexural strength and residual strength factors of the beam specimens were evaluated in accordance with ASTM C1609/C1609M-05 standard. Improvement in the mechanical properties, in particular the toughness, was observed with the increase of the volume fraction of steel-fibres in the concrete. The fibre geometry was found to be a key factor affecting the mechanical performance of the material.en
heal.publisherBlackwell Publishing Ltden
heal.journalNameStrainen
heal.journalTypepeer reviewed-
heal.fullTextAvailabilityTRUE-
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