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dc.contributor.authorRevilla Cuesta, Víctor 
dc.contributor.authorSkaf Revenga, Marta 
dc.contributor.authorSantamaría, Amaia
dc.contributor.authorOrtega López, Vanesa 
dc.contributor.authorManso Villalaín, Juan Manuel 
dc.date.accessioned2021-11-19T09:46:59Z
dc.date.available2021-11-19T09:46:59Z
dc.date.issued2021-07
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10259/6188
dc.description.abstractPlastic strain behavior in the transversal direction to the axis of loading has often been underestimated in concrete design and its strength performance. However, as this article demonstrates, it is fundamental to define the viability of using concrete of a certain composition in real applications. In this study, 15 Self-Compacting Concrete (SCC) mixtures produced with Recycled Concrete Aggregate (RCA) and Ground Granulated Blast Furnace Slag (GGBFS) were subjected to a monotonic-load test and a 5-cycle loading/unloading test with increasing maximum loads. Continuous monitoring of the applied loads and the SCC strain was performed. In the transversal direction, these tests caused the appearance of a yield step, cracking by vertical splitting, and higher levels of deformability than in the longitudinal direction. It was concluded that the RCA content of SCC should be defined according to serviceability conditions when used in compressed elements, to safeguard against failure due to transversal plastic strain.en
dc.description.sponsorshipSpanish Ministry MCIU, AEI and ERDF [grant numbers FPU17/03374 and RTI2018-097079-B-C31; 10.13039/501100011033]; the Junta de Castilla y León (Regional Government) and ERDF [grant number UIC-231, BU119P17]; Youth Employment Initiative (JCyL) and ESF [grant number UBU05B_1274]; the University of Burgos [grant number SUCONS, Y135.GI], UPV/EHU (PPGA20/26) and, finally, our thanks also to the Basque Government research group IT1314-19.en
dc.language.isoenges
dc.publisherElsevieres
dc.relation.ispartofConstruction and Building Materials. 2021, V. 292, 123426en
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectSelf-Compacting Concrete (SCC)en
dc.subjectRecycled Concrete Aggregate (RCA)en
dc.subjectPlastic behavioren
dc.subjectStress–strain curvesen
dc.subjectLongitudinal and transversal strainen
dc.subjectLoading/unloading testen
dc.subject.otherIngeniería civiles
dc.subject.otherCivil engineeringen
dc.subject.otherMateriales de construcciónes
dc.subject.otherBuilding materialsen
dc.subject.otherEnsayos (Tecnología)es
dc.subject.otherTestingen
dc.titleAssessment of longitudinal and transversal plastic behavior of recycled aggregate self-compacting concrete: A two-way studyen
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.relation.publisherversionhttps://doi.org/10.1016/j.conbuildmat.2021.123426es
dc.identifier.doi10.1016/j.conbuildmat.2021.123426
dc.relation.projectIDinfo:eu-repo/grantAgreement/MICIU/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/FPU17%2F03374es
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-097079-B-C31/ES/DESARROLLO SOSTENIBLE DE MEZCLAS HIDRAULICAS, A PARTIR DE ESCORIAS DE ACERIA, PARA UNA EDIFICACION MAS ADAPTADA AL CAMBIO CLIMATICO. DISEÑOS A RESISTENCIAS MEDIASes
dc.relation.projectIDinfo: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 Industrializaciónes
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Castilla y León//UBU05B_1274es
dc.relation.projectIDinfo:eu-repo/grantAgreement/UBU//Y135.GIes
dc.relation.projectIDinfo:eu-repo/grantAgreement/UPV%2FEHU//PPGA20%2F26es
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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