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Influence of the use of External Carbon Fiber Reinforcement on the Flexural Behavior of Prismatic Concrete Test Specimens. An Application for Repairing of Deteriorated Agricultural Structures
dc.contributorEscuela de Ingeniería Agraria y Forestales_ES
dc.contributor.authorJuan Valdés, Andrés 
dc.contributor.authorRodríguez Robles, Desirée
dc.contributor.authorGarcía González, Julia 
dc.contributor.authorGuerra Romero, Manuel Ignacio 
dc.contributor.authorMorán del Pozo, Julia María 
dc.contributor.otherIngenieria Agroforestales_ES
dc.date2019
dc.date.accessioned2024-04-03T10:12:12Z
dc.date.available2024-04-03T10:12:12Z
dc.identifier.citationJuan Valdés, A.; Rodríguez Robles, D.; García González, J.; Guerra Romero, M. I.; Morán Del Pozo, J. M. (2019). Influence of the use of External Carbon Fiber Reinforcement on the Flexural Behavior of Prismatic Concrete Test Specimens. An Application for Repairing of Deteriorated Agricultural Structures. Materials, 12(12), https://doi.org/10.3390/MA12121894es_ES
dc.identifier.urihttps://hdl.handle.net/10612/19341
dc.description.abstractThis manuscript reports a study of the capacity of polymer composites to increase flexural strength in concrete. The polymer composites reinforced with carbon fiber and bonded with epoxy adhesive were used in prismatic test specimens of mass concrete corresponding to two different morphologies. The aim was to simulate the restoration of deteriorating concrete agricultural structures in order to explore the viability of this alternative against replacing them. An increase was found in the strength of the elements tested, with a higher strength being observed in those test specimens presenting a modified geometry.es_ES
dc.languageenges_ES
dc.publisherMDPIes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectIngeniería agrícolaes_ES
dc.subjectIngeniería forestales_ES
dc.subject.otherCarbon Fiberes_ES
dc.subject.otherConcretees_ES
dc.subject.otherAgricultural Buildingses_ES
dc.subject.otherFlexural Strengthes_ES
dc.subject.otherLaminateses_ES
dc.subject.otherSurface Treatmentes_ES
dc.titleInfluence of the use of External Carbon Fiber Reinforcement on the Flexural Behavior of Prismatic Concrete Test Specimens. An Application for Repairing of Deteriorated Agricultural Structureses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.identifier.doi10.3390/MA12121894
dc.description.peerreviewedNOes_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.identifier.essn1996-1944
dc.journal.titleMaterialses_ES
dc.volume.number12es_ES
dc.issue.number12es_ES
dc.page.initial1894es_ES
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones_ES
dc.description.projectThis research was funded by SPANISH MINISTER OF ECONOMY AND COMPETITIVENESS, grant number BIA2017-83526Res_ES
dc.description.projectThe authors acknowledge the technical support and material used for experiments donated by Sika Groupes_ES


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