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dc.contributor.authorHernando Revenga, Manuel
dc.contributor.authorHurtado Alonso, Nerea 
dc.contributor.authorManso Morato, Javier 
dc.contributor.authorRevilla Cuesta, Víctor 
dc.contributor.authorSkaf Revenga, Marta 
dc.contributor.authorOrtega López, Vanesa 
dc.contributor.authorManso Villalaín, Juan Manuel 
dc.date.accessioned2025-02-11T08:50:16Z
dc.date.available2025-02-11T08:50:16Z
dc.date.issued2025-01
dc.identifier.urihttp://hdl.handle.net/10259/10199
dc.descriptionComunicación presentada en: International Conference on Technology Enabled Civil Infrastructure Engineering and Management (TECH-IEM) 2023, durante los días 15-16 de diciembre en Karachi (Pakistán)es
dc.description.abstractWind energy has been making its way into renewable energies until today, experiencing a continuous growth worlwide that leads to the urgent task of reflecting on and solving the issue of the recycling of the wind turbine blades. Their complex composition causes that currently there is no a widely acepted solution for it. This study evaluates the incorporation of waste from the crushing of wind turbine blades, which contains fibers, into self-compacting concrete, which can be used for producing any construction element. Therefore, five concrete mixes were made with different percentages of this waste, including a reference mix without this waste. The addition of waste increased the content of fibers in the concrete, which in turn implied an increase in the water/cement ratio. This situation led to a worsening of the mechanical performance of concrete as the waste amount increased, although it was partially compensated by the stitching effect of the fibers. The concrete mix with 1.5% in volume of this waste exhibited flexural and compressive strengths very similar to those of the reference concrete. This shows that incorporating the waste from the crushing of wind turbine blades can allow to produce structural self-compacting concrete.en
dc.description.sponsorshipThis research work was supported by the Spanish Ministry of Universities, MICINN, AEI, EU, ERDF and NextGenerationEU/PRTR [grant numbers PID2020-113837RB-I00; 10.13039/501100011033; TED2021-129715B-I00; FPU21/04364]; the Junta de Castilla y León (Regional Government) and ERDF [grant number UIC-231; BU066-22]; and, finally, the University of Burgos [grant number SUCONS, Y135.GI].en
dc.format.mimetypeapplication/pdf
dc.language.isoenges
dc.publisherTrans Tech Publicationses
dc.relation.ispartofConstruction Technologies and Architecture. 2025, V. 15, p. 37-43es
dc.subjectCompressive strengthen
dc.subjectFlexural strengthen
dc.subjectSelf-compacting concreteen
dc.subjectSlump flowen
dc.subjectWind turbine bladeen
dc.subject.otherHormigón-Ensayoses
dc.subject.otherConcrete-Testingen
dc.subject.otherMateriales de construcciónes
dc.subject.otherBuilding materialsen
dc.subject.otherConstrucciónes
dc.subject.otherBuildingen
dc.titleInitial Approach to a Self-Compacting Concrete with Waste from Crushed Wind Turbine Bladeen
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dc.typeinfo:eu-repo/semantics/article
dc.rights.accessRightsinfo:eu-repo/semantics/closedAccesses
dc.relation.publisherversionhttps://doi.org/10.4028/p-d7GYsBes
dc.identifier.doi10.4028/p-d7GYsB
dc.identifier.essn2674-1237
dc.journal.titleConstruction Technologies and Architecturees
dc.volume.number15es
dc.page.initial37es
dc.page.final43es
dc.type.hasVersioninfo:eu-repo/semantics/acceptedVersiones


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