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dc.contributor.author | Revilla Cuesta, Víctor | |
dc.contributor.author | Ortega López, Vanesa | |
dc.contributor.author | Faleschini, Flora | |
dc.contributor.author | Espinosa González, Ana Belén | |
dc.contributor.author | Serrano López, Roberto | |
dc.date.accessioned | 2023-03-02T10:58:34Z | |
dc.date.available | 2023-03-02T10:58:34Z | |
dc.date.issued | 2022-09 | |
dc.identifier.issn | 0950-0618 | |
dc.identifier.uri | http://hdl.handle.net/10259/7482 | |
dc.description.abstract | The hammer rebound index has traditionally been solely and exclusively used to estimate the compressive strength of vibrated concrete. Its use has recently been extended to the prediction of the compressive strength of 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 to estimate the overall mechanical behavior of SCC containing RCA. To do so, nine SCC mixes with different contents and fractions (coarse, fine, and powder) of RCA are analyzed. Following a simple-linear-regression validation and property standardization procedure, the hammer rebound index is then expressed as a linear combination of four mechanical properties, adjusted through a multiple regression. The hammer rebound index is therefore expressed as a weighting of both the mean value of compressive behavior (arithmetic mean of 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 27.2%. The hammer rebound index can therefore be construed as an overall-mechanical-quality performance indicator of the SCC containing RCA, which can also yield predictions of every mechanical property. In this way, 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, facilitating the use of SCC with RCA in real structures. | en |
dc.description.sponsorship | 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. | en |
dc.format.mimetype | application/pdf | |
dc.language.iso | eng | es |
dc.publisher | Elsevier | en |
dc.relation.ispartof | Construction and Building Materials. 2022, V. 347, 128549 | en |
dc.rights | Atribución-NoComercial 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc/4.0/ | * |
dc.subject | Self-compacting concrete | en |
dc.subject | Recycled concrete aggregate | en |
dc.subject | Hammer rebound index | en |
dc.subject | Mechanical behavior | en |
dc.subject | Linear multiple regression | en |
dc.subject | Mechanical-quality indicator | en |
dc.subject.other | Ingeniería civil | es |
dc.subject.other | Civil engineering | en |
dc.subject.other | Materiales de construcción | es |
dc.subject.other | Building materials | en |
dc.title | Hammer rebound index as an overall-mechanical-quality indicator of self-compacting concrete containing recycled concrete aggregate | en |
dc.type | info:eu-repo/semantics/article | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.relation.publisherversion | https://doi.org/10.1016/j.conbuildmat.2022.128549 | es |
dc.identifier.doi | 10.1016/j.conbuildmat.2022.128549 | |
dc.relation.projectID | 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/ | es |
dc.relation.projectID | 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/ | es |
dc.relation.projectID | info:eu-repo/grantAgreement/MICIU/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/FPU17%2F03374/ | es |
dc.relation.projectID | info:eu-repo/grantAgreement/MIU//PRX21%2F00007 | es |
dc.relation.projectID | info:eu-repo/grantAgreement/Junta de Castilla y León//UIC 231/ | es |
dc.relation.projectID | 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/ | es |
dc.relation.projectID | info:eu-repo/grantAgreement/UBU//Y135.GI/ | es |
dc.journal.title | Construction and Building Materials | en |
dc.volume.number | 347 | es |
dc.type.hasVersion | info:eu-repo/semantics/publishedVersion | es |