An experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibres

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dc.contributor.affiliationDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.affiliationInstituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
dc.contributor.authorOrtiz-Navas, Francisco Robertoes_ES
dc.contributor.authorNavarro-Gregori, Juan
dc.contributor.authorLeiva Herdocia, G.es_ES
dc.contributor.authorSerna Ros, Pedro
dc.contributor.authorCuenca Asensio, Estefaníaes_ES
dc.contributor.funderUniversitat Politècnica de València
dc.date.accessioned2019-07-03T20:01:50Z
dc.date.available2019-07-03T20:01:50Z
dc.date.issued2018es_ES
dc.description.abstract[EN] Shear behaviour in reinforced concrete (RC) elements can improve with an adequate amount of fibres. Research has recently determined how fibres affect shear strength, but has barely focused on macro synthetic fibre-reinforced concrete (PFRC). This paper presents the experimental results of 16 full-scale beams (eight RC, eight PFRC), 12 without transverse reinforcement. Polypropylene fibres (10 kg/m(3)) were included. Mode of failure (MOF) in shear and behaviour throughout the loading process were studied. The results obtained with fibres showed significantly improved shear strength in the RC beams with/without transverse reinforcement. A synergy between transverse reinforcement and fibres was observed in some cases. (C) 2018 Elsevier Ltd. All rights reserved.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationOrtiz-Navas, FR.; Navarro-Gregori, J.; Leiva Herdocia, G.; Serna Ros, P.; Cuenca Asensio, E. (2018). An experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibres. Construction and Building Materials. 169:888-899. https://doi.org/10.1016/j.conbuildmat.2018.02.023es_ES
dc.description.sponsorshipThis work forms part of the PAID-06-11 programme supported by the Generalitat Valenciana.es_ES
dc.description.upvformatpfin899es_ES
dc.description.upvformatpinicio888es_ES
dc.description.volume169es_ES
dc.identifier.doi10.1016/j.conbuildmat.2018.02.023es_ES
dc.identifier.issn0950-0618es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/123136
dc.languageIngléses_ES
dc.publisherElsevieres_ES
dc.relation.ispartofConstruction and Building Materialses_ES
dc.relation.pasarelaS\380147es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/UPV//PAID-06-11/
dc.relation.publisherversionhttp://doi.org/10.1016/j.conbuildmat.2018.02.023es_ES
dc.rightsReserva de todos los derechoses_ES
dc.rights.accessRightsCerradoes_ES
dc.subjectSlender beamses_ES
dc.subjectMacro-synthetic fibreses_ES
dc.subjectShear strengthes_ES
dc.subjectPolypropylene fibreses_ES
dc.subjectSynergy between stirrups and fibreses_ES
dc.subject.classificationINGENIERIA DE LA CONSTRUCCIONes_ES
dc.titleAn experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibreses_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
person.identifier14504
person.identifier990
person.identifier.orcid0000-0002-6319-7029
person.identifier.orcid0000-0001-8754-1165
relation.isAuthorOfPublication377e1348-8407-43e9-acd7-d4d0592950f9
relation.isAuthorOfPublication40cf3604-5cf9-4a93-ae92-a2ca80779bac
relation.isAuthorOfPublication.latestForDiscovery377e1348-8407-43e9-acd7-d4d0592950f9
relation.isOrgUnitOfPublication0d87f640-7be6-4adb-b5cd-9eb294798a72
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upv.uuida7e0e6b8-af7e-42a3-bc3b-d98f44d84ad4es_ES

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