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dc.contributor.author | Ortiz-Navas, Francisco Roberto | es_ES |
dc.contributor.author | Navarro-Gregori, Juan | es_ES |
dc.contributor.author | Leiva Herdocia, G. | es_ES |
dc.contributor.author | Serna Ros, Pedro | es_ES |
dc.contributor.author | Cuenca Asensio, Estefanía | es_ES |
dc.date.accessioned | 2019-07-03T20:01:50Z | |
dc.date.available | 2019-07-03T20:01:50Z | |
dc.date.issued | 2018 | es_ES |
dc.identifier.issn | 0950-0618 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/123136 | |
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. | es_ES |
dc.description.sponsorship | This work forms part of the PAID-06-11 programme supported by the Generalitat Valenciana. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Construction and Building Materials | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Slender beams | es_ES |
dc.subject | Macro-synthetic fibres | es_ES |
dc.subject | Shear strength | es_ES |
dc.subject | Polypropylene fibres | es_ES |
dc.subject | Synergy between stirrups and fibres | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | An experimental study on the shear behaviour of reinforced concrete beams with macro-synthetic fibres | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.conbuildmat.2018.02.023 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-06-11/ | |
dc.rights.accessRights | Cerrado | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.description.bibliographicCitation | Ortiz-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.2018.02.023 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://doi.org/10.1016/j.conbuildmat.2018.02.023 | es_ES |
dc.description.upvformatpinicio | 888 | es_ES |
dc.description.upvformatpfin | 899 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 169 | es_ES |
dc.relation.pasarela | S\380147 | es_ES |
dc.contributor.funder | Universitat Politècnica de València |