dc.contributor.author | Hernando Revenga, Manuel | |
dc.contributor.author | Hurtado Alonso, Nerea | |
dc.contributor.author | Manso Morato, Javier | |
dc.contributor.author | Revilla Cuesta, Víctor | |
dc.contributor.author | Skaf Revenga, Marta | |
dc.contributor.author | Ortega López, Vanesa | |
dc.contributor.author | Manso Villalaín, Juan Manuel | |
dc.date.accessioned | 2025-02-11T08:50:16Z | |
dc.date.available | 2025-02-11T08:50:16Z | |
dc.date.issued | 2025-01 | |
dc.identifier.uri | http://hdl.handle.net/10259/10199 | |
dc.description | Comunicación 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.abstract | Wind 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.sponsorship | This 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.mimetype | application/pdf | |
dc.language.iso | eng | es |
dc.publisher | Trans Tech Publications | es |
dc.relation.ispartof | Construction Technologies and Architecture. 2025, V. 15, p. 37-43 | es |
dc.subject | Compressive strength | en |
dc.subject | Flexural strength | en |
dc.subject | Self-compacting concrete | en |
dc.subject | Slump flow | en |
dc.subject | Wind turbine blade | en |
dc.subject.other | Hormigón-Ensayos | es |
dc.subject.other | Concrete-Testing | en |
dc.subject.other | Materiales de construcción | es |
dc.subject.other | Building materials | en |
dc.subject.other | Construcción | es |
dc.subject.other | Building | en |
dc.title | Initial Approach to a Self-Compacting Concrete with Waste from Crushed Wind Turbine Blade | en |
dc.type | info:eu-repo/semantics/conferenceObject | es |
dc.type | info:eu-repo/semantics/article | |
dc.rights.accessRights | info:eu-repo/semantics/closedAccess | es |
dc.relation.publisherversion | https://doi.org/10.4028/p-d7GYsB | es |
dc.identifier.doi | 10.4028/p-d7GYsB | |
dc.identifier.essn | 2674-1237 | |
dc.journal.title | Construction Technologies and Architecture | es |
dc.volume.number | 15 | es |
dc.page.initial | 37 | es |
dc.page.final | 43 | es |
dc.type.hasVersion | info:eu-repo/semantics/acceptedVersion | es |