dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorPons, G.
dc.creatorMouret, M.
dc.creatorAlcantara, M.
dc.creatorGranju, J. L.
dc.date2014-05-20T15:28:35Z
dc.date2016-10-25T18:03:40Z
dc.date2014-05-20T15:28:35Z
dc.date2016-10-25T18:03:40Z
dc.date2007-03-01
dc.date.accessioned2017-04-06T00:07:56Z
dc.date.available2017-04-06T00:07:56Z
dc.identifierMaterials and Structures. Dordrecht: Springer, v. 40, n. 2, p. 201-210, 2007.
dc.identifier1359-5997
dc.identifierhttp://hdl.handle.net/11449/38364
dc.identifierhttp://acervodigital.unesp.br/handle/11449/38364
dc.identifier10.1617/s11527-006-9131-y
dc.identifierWOS:000243908400004
dc.identifierhttp://dx.doi.org/10.1617/s11527-006-9131-y
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/881492
dc.descriptionIn this study, fibre-reinforced self-compacting concretes were developed for precast building components, incorporating either adherent metal fibres or polymeric synthetic slipping fibres or a combination of both. To achieve the warranted workability, compressive and splitting tensile strengths, compositions were determined by preliminary tests on self-compacting materials with various proportions of metal fibres. Bending tests in controlled deflection confirmed the positive contribution of fibres in the mechanical behaviour of self-compacting concrete. The comparison between vibrated and self-compacting concretes of similar mechanical characteristics indicated a possible better fibre-matrix bond in the case of self-compacting types. The results also showed that the properties of the hybrid fibre-reinforced self-compacting concrete could be inferred from the properties of the individual single-fibre reinforcements and their respective proportions through simple mix-rules.
dc.languageeng
dc.publisherSpringer
dc.relationMaterials and Structures
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.titleMechanical behaviour of self-compacting concrete with hybrid fibre reinforcement
dc.typeOtro


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