<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-05-27T05:26:00Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/10876" metadataPrefix="dim">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/10876</identifier><datestamp>2025-09-16T00:05:36Z</datestamp><setSpec>com_10259_6171</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_6172</setSpec></header><metadata><dim:dim xmlns:dim="http://www.dspace.org/xmlns/dspace/dim" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.dspace.org/xmlns/dspace/dim http://www.dspace.org/schema/dim.xsd">
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="877" confidence="600" orcid_id="0009-0007-5363-3273">Hurtado Alonso, Nerea</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="876" confidence="600" orcid_id="0000-0002-9145-3595">Manso Morato, Javier</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="722" confidence="600" orcid_id="0000-0003-3337-6250">Revilla Cuesta, Víctor</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="541" confidence="600" orcid_id="0000-0001-7205-2692">Skaf Revenga, Marta</dim:field>
<dim:field mdschema="dc" element="contributor" qualifier="author" authority="331" confidence="600" orcid_id="0000-0003-4964-5128">Manso Villalaín, Juan Manuel</dim:field>
<dim:field mdschema="dc" element="date" qualifier="accessioned">2025-09-15T11:38:42Z</dim:field>
<dim:field mdschema="dc" element="date" qualifier="available">2025-09-15T11:38:42Z</dim:field>
<dim:field mdschema="dc" element="date" qualifier="issued">2025-10</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="issn">0899-1561</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="uri">https://hdl.handle.net/10259/10876</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="doi">10.1061/JMCEE7.MTENG-20380</dim:field>
<dim:field mdschema="dc" element="identifier" qualifier="essn">1943-5533</dim:field>
<dim:field mdschema="dc" element="description" qualifier="abstract" lang="en">Nonselective crushing of wind turbine blades results in raw-crushed wind turbine blade (RCWTB), a material that can be used in concrete production. Wind farm decommissioning can also generate coarse recycled aggregate (CRA) from the demolition of wind turbine concrete footings. This paper proposes a first approach for the joint management of both wastes through their simultaneous use in low-strength concrete, with a target compressive strength of 25 MPa. Mixes with 50% and 100% CRA, and 0% and 10% RCWTB as a cement addition, were designed, with the effect of CRA content not being statistically significant, to analyze its interaction with RCWTB. The results showed that, on the one hand, RCWTB reduced strength and stiffness under compression by a maximum of 9%–15%, although the target strength was achieved in all mixes; the presence of balsa wood and polymer particles in RCWTB, with high flexibility, could explain these reductions. On the other hand, the stitching effect of the glass fiber–reinforced polymer fibers present in RCWTB largely improved the bending-tensile mechanical properties. For example, flexural strength was almost doubled (from 2.51 to 4.99 MPa) when RCWTB was combined with 50% CRA. Additionally, RCWTB reduced both the embodied carbon and cost of low-strength concrete, resulting in doubled flexural-strength efficiency (flexural strength per unit of embodied carbon and cost), regardless of the CRA content. Overall, the best interaction was observed with 10% RCWTB and 50% RCA. Therefore, this study opens the possibility of simultaneously using RCWTB and CRA in low-strength concrete for applications where bending stresses predominate.</dim:field>
<dim:field mdschema="dc" element="description" qualifier="sponsorship" lang="en">This research work was supported by the Ministerio de Ciencia, Innovación y Universidades (MICIU), Agencia Estatal de Investigación (AEI), European Union (EU), European Regional Development Fund (ERDF), and NextGenerationEU/PRTR (Grant Nos. PID2020-113837RB-I00, PID2023-146642OB-I00, 10.13039/501100011033, TED2021-129715B-I00, and FPU21/04364); the Junta de Castilla y León (Regional Government) and ERDF (Grant Nos. UIC-231, BU033P23, and BU066-22), and, finally, the University of Burgos (Grant No. SUCONS, Y135.GI). Authors Nerea Hurtado-Alonso and Javier Manso-Morato contributed equally to this paper.</dim:field>
<dim:field mdschema="dc" element="format" qualifier="mimetype">application/pdf</dim:field>
<dim:field mdschema="dc" element="language" qualifier="iso" lang="es">eng</dim:field>
<dim:field mdschema="dc" element="publisher" lang="en">American Society of Civil Engineers</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="ispartof" lang="es">Journal of Materials in Civil Engineering. 2025, V. 37, n. 10, 04025373</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="publisherversion" lang="es">https://doi.org/10.1061/JMCEE7.MTENG-20380</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113837RB-I00/ES/ESTUDIO A ESCALA REAL DE HORMIGONES SOSTENIBLES, HIDRAULICOS Y BITUMINOSOS, DE ALTAS PRESTACIONES, FABRICADOS CON RESIDUOS SIDERURGICOS Y DE CONSTRUCCION/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica, Técnica y de Innovación 2021-2023/PID2023-146642OB-I00/ES/Análisis integral de hormigones, con triturado de palas de aerogeneradores y árido reciclado de sus cimentaciones, diseñados para la industria de la prefabricación/WINDPRE/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica, Técnica y de Innovación 2021-2023/TED2021-129715B-I00/ES/Reciclaje de palas y cimentaciones de aerogeneradores en hormigón para nuevos parques eólicos de alta potencia/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/MIU/Plan Estatal de Investigación Científica, Técnica y de Innovación 2021-2023/FPU21%2F04364/ES/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/Junta de Castilla y León//BU033P23//Reciclaje de palas de aerogenerador para una industria eólica sostenible: estudio del tratamiento en origen y optimización de su contenido en mezclas de hormigón/EOLOOP/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/Junta de Castilla y León//BU066-22/</dim:field>
<dim:field mdschema="dc" element="relation" qualifier="projectID" lang="es">info:eu-repo/grantAgreement/UBU//Y135.GI/</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Coarse recycled aggregate</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Glass fiber–reinforced polymer</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Wind turbine blade</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Concrete</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Mechanical performance</dim:field>
<dim:field mdschema="dc" element="subject" lang="en">Flexural strength</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="es">Materiales de construcción</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="es">Hormigón</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="es">Resistencia de materiales</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="en">Building materials</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="en">Concrete</dim:field>
<dim:field mdschema="dc" element="subject" qualifier="other" lang="en">Strength of materials</dim:field>
<dim:field mdschema="dc" element="title" lang="en">Low-Strength Concrete with Raw-Crushed Wind Turbine Blade and Coarse Recycled Aggregate</dim:field>
<dim:field mdschema="dc" element="type" lang="es">info:eu-repo/semantics/article</dim:field>
<dim:field mdschema="dc" element="type" qualifier="hasVersion" lang="es">info:eu-repo/semantics/acceptedVersion</dim:field>
<dim:field mdschema="dc" element="rights" qualifier="accessRights" lang="es">info:eu-repo/semantics/openAccess</dim:field>
<dim:field mdschema="dc" element="journal" qualifier="title" lang="en">Journal of Materials in Civil Engineering</dim:field>
<dim:field mdschema="dc" element="volume" qualifier="number" lang="es">37</dim:field>
<dim:field mdschema="dc" element="issue" qualifier="number" lang="es">10</dim:field>
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