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<dc:title>Hammer rebound index as an overall-mechanical-quality indicator of self-compacting concrete containing recycled concrete aggregate</dc:title>
<dc:creator>Revilla Cuesta, Víctor</dc:creator>
<dc:creator>Ortega López, Vanesa</dc:creator>
<dc:creator>Faleschini, Flora</dc:creator>
<dc:creator>Espinosa González, Ana Belén</dc:creator>
<dc:creator>Serrano López, Roberto</dc:creator>
<dc:subject>Self-compacting concrete</dc:subject>
<dc:subject>Recycled concrete aggregate</dc:subject>
<dc:subject>Hammer rebound index</dc:subject>
<dc:subject>Mechanical behavior</dc:subject>
<dc:subject>Linear multiple regression</dc:subject>
<dc:subject>Mechanical-quality indicator</dc:subject>
<dc:subject>Ingeniería civil</dc:subject>
<dc:subject>Materiales de construcción</dc:subject>
<dc:subject>Civil engineering</dc:subject>
<dc:subject>Building materials</dc:subject>
<dc:description>The hammer rebound index has traditionally been solely and exclusively used to estimate the compressive&#xd;
strength of vibrated concrete. Its use has recently been extended to the prediction of the compressive strength of&#xd;
Self-Compacting Concrete (SCC) and concrete produced with Recycled Concrete Aggregate (RCA). The conventional use of the hammer-rebound test is further developed in this paper, by demonstrating how it can be used&#xd;
to estimate the overall mechanical behavior of SCC containing RCA. To do so, nine SCC mixes with different&#xd;
contents and fractions (coarse, fine, and powder) of RCA are analyzed. Following a simple-linear-regression&#xd;
validation and property standardization procedure, the hammer rebound index is then expressed as a linear&#xd;
combination of four mechanical properties, adjusted through a multiple regression. The hammer rebound index&#xd;
is therefore expressed as a weighting of both the mean value of compressive behavior (arithmetic mean of&#xd;
compressive strength and modulus of elasticity) amounting to a weight of 72.8%, and the mean value of bendingtensile behavior (arithmetic mean of splitting tensile strength and flexural strength) amounting to a weight of&#xd;
27.2%. The hammer rebound index can therefore be construed as an overall-mechanical-quality performance&#xd;
indicator of the SCC containing RCA, which can also yield predictions of every mechanical property. In this way,&#xd;
the application of the hammer rebound index could likewise be of use in rehabilitation, pathology, and healthmonitoring works where a full characterization of the mechanical performance of SCC with RCA is required,&#xd;
facilitating the use of SCC with RCA in real structures.</dc:description>
<dc:description>The authors wish to express their gratitude to the following government ministries, agencies, and universities for funding this research: the Spanish Ministry of Universities, MICIN, AEI, EU, ERDF and NextGenerationEU/ PRTR [PID2020-113837RB-I00; 10.13039/501100011033; TED2021- 129715B-I00; FPU17/03374; PRX21/00007]; the Junta de Castilla y León (Regional Government) and ERDF [UIC-231, BU119P17]; the University of Burgos [SUCONS, Y135.GI]; and, finally, the University of Padova.</dc:description>
<dc:date>2023-03-02T10:58:34Z</dc:date>
<dc:date>2023-03-02T10:58:34Z</dc:date>
<dc:date>2022-09</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>0950-0618</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/7482</dc:identifier>
<dc:identifier>10.1016/j.conbuildmat.2022.128549</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Construction and Building Materials. 2022, V. 347, 128549</dc:relation>
<dc:relation>https://doi.org/10.1016/j.conbuildmat.2022.128549</dc:relation>
<dc:relation>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/</dc:relation>
<dc:relation>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/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/MICIU/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/FPU17%2F03374/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/MIU//PRX21%2F00007</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/Junta de Castilla y León//UIC 231/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/Junta de Castilla y León//BU119P17//Innovación Competitiva en la Utilización de Escorias Siderúrgicas para la elaboración de Hormigones de Altas Prestaciones. Aplicaciones en la Industrialización/</dc:relation>
<dc:relation>info:eu-repo/grantAgreement/UBU//Y135.GI/</dc:relation>
<dc:rights>Atribución-NoComercial 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
<europeana:object>https://riubu.ubu.es/bitstream/10259/7482/4/Revilla-cbm_2022.pdf.jpg</europeana:object>
<europeana:provider>Hispana</europeana:provider>
<europeana:type>TEXT</europeana:type>
<europeana:rights>http://creativecommons.org/licenses/by-nc/4.0/</europeana:rights>
<europeana:dataProvider>RIUBU. Repositorio Institucional de la Universidad de Burgos</europeana:dataProvider>
<europeana:isShownAt>http://hdl.handle.net/10259/7482</europeana:isShownAt>
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