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dc.contributor.authorSegura Castillo, Luis
dc.contributor.authorPialarissi Cavalaro, Sergio Henrique
dc.contributor.authorGoodier, Chris
dc.contributor.authorAustin, Simon
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-11-08T18:19:13Z
dc.date.issued2016
dc.identifier.citationSegura, L., Pialarissi Cavalaro, S.H., Goodier, C., Austin, S., Aguado, A. Correlation of residual strength and fibre orientation for highly anisotropic SFRC. 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. 255-263.
dc.identifier.urihttp://hdl.handle.net/2117/94234
dc.description.abstractThe objective of this research was to evaluate the mechanical response of Steel Fibre Reinforced Concrete (SFRC) with high anisotropy (produced by spraying). The results of an experimental program conducted with the inductive method – to determine the fibre orientation – and the Barcelona Test – to evaluate the residual mechanical response – are presented and discussed. Results show that core failure planes in the Barcelona test, and therefore the residual strength, are highly determined by fibre orientation when SFRC has high anisotropy. The main crack in the Barcelona test takes place orthogonally to the direction with minimum fibre orientation. Therefore, the Barcelona test may underestimate the real strength capacity of structural elements in which the principal tensile stresses take place in directions away from the direction with minimum fibre orientation. Furthermore, it can potentially provide more realistic results in structures without a clearly defined cracking plane. Finally, based on the experimental results, a correction factor is proposed for design.
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.otherSFRC
dc.subject.otherInductive method
dc.subject.otherBarcelona test
dc.subject.otherfibre orientation
dc.subject.otheranisotropy
dc.titleCorrelation of residual strength and fibre orientation for highly anisotropic SFRC
dc.typeConference report
dc.subject.lemacConstrucció en formigó armat amb fibres d'acer
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac19100381
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorSegura, L.; Pialarissi Cavalaro, S.H.; Goodier, C.; Austin, S.; Aguado, A.
local.citation.contributorRILEM International Symposium on Fibre Reinforced Concrete
local.citation.pubplaceVancouver
local.citation.publicationNameFRC: The Modern Landscape. BEFIB 2016. Proceedings of the 9th RILEM International Symposium on Fibre Reinforced Concrete
local.citation.startingPage255
local.citation.endingPage263


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