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dc.contributor.authorPujadas Álvarez, Pablo
dc.contributor.authorBlanco Álvarez, Ana
dc.contributor.authorPialarissi Cavalaro, Sergio Henrique
dc.contributor.authorFuente Antequera, Albert de la
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-11-08T18:12:39Z
dc.date.issued2016
dc.identifier.citationPujadas, P., Blanco, A., Pialarissi Cavalaro, S.H., de la Fuente, A., Aguado, A. Multidirectional double punch test to assess the post-cracking behaviour of FRC. A: RILEM International Symposium on Fibre Reinforced Concrete. "FRC: The Modern Landscape. BEFIB 2016. Proceedings of the 9th RILEM International Symposium on Fibre Reinforced Concrete". Vancouver: 2016, p. 55-63.
dc.identifier.urihttp://hdl.handle.net/2117/94233
dc.description.abstractSeveral authors have shown the direct influence of the orientation of the fibres on the residual strength of the material. From a design-oriented perspective, the anisotropy due to the dispersion and orientation of fibres has to be taken into account when characterizing the mechanical behaviour of the material. However, the wide variety of tests currently used for the characterization of fibre reinforced concrete (FRC) only allow a unidirectional characterization (without considering the orientation of the fibres in the matrix). In order to overcome this drawback, a complete characterization of the fibres orientation together with its structural contribution in the cracked section is required. Considering the above, this paper proposes the use of the double punch test on cubic samples (so called multidirectional double punching test or MDPT test) as an alternative to conventional characterization tests. Due to the specimen shape in a single procedure an estimation of the fibre orientation efficiency can be obtained, establishing a link between the mechanical properties of FRC with the fibre orientation. Thereby, this paper represents a meaningful contribution to provide a step towards the development of a rational and design-oriented constitutive model for real-scale structures.
dc.format.extent9 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshFiber-reinforced concrete--Testing
dc.subject.otherMultidirectional Double Punch Test
dc.subject.otherFiber reinforced concrete
dc.subject.otherCharacterization
dc.titleMultidirectional double punch test to assess the post-cracking behaviour of FRC
dc.typeConference report
dc.subject.lemacConstrucció en formigó armat amb fibres
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.rights.accessRestricted access - publisher's policy
drac.iddocument19100354
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorPujadas, P.; Blanco, A.; Pialarissi Cavalaro, S.H.; de la Fuente, A.; Aguado, A.
upcommons.citation.contributorRILEM International Symposium on Fibre Reinforced Concrete
upcommons.citation.pubplaceVancouver
upcommons.citation.publishedtrue
upcommons.citation.publicationNameFRC: The Modern Landscape. BEFIB 2016. Proceedings of the 9th RILEM International Symposium on Fibre Reinforced Concrete
upcommons.citation.startingPage55
upcommons.citation.endingPage63


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