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dc.contributor.authorGonzález Cabrera, Dorys Carmen 
dc.contributor.authorMena Alonso, Álvaro 
dc.contributor.authorRuiz, Gonzalo
dc.contributor.authorOrtega Parreño, José Joaquín
dc.contributor.authorPoveda, Elisa
dc.contributor.authorMínguez Algarra, Jesús 
dc.contributor.authorYu, Rena C.
dc.contributor.authorRosa, Ángel de la
dc.contributor.authorVicente Cabrera, Miguel Ángel 
dc.date.accessioned2023-02-14T08:41:20Z
dc.date.available2023-02-14T08:41:20Z
dc.date.issued2023-02
dc.identifier.issn0142-1123
dc.identifier.urihttp://hdl.handle.net/10259/7452
dc.description.abstractThis study deals with the influence of the fiber concrete mesostructure on the size effect under compressive fatigue loading. For this purpose, three series of cylindrical specimens of steel fiber–reinforced concrete were fabricated. Before fatigue testing, all the cylinders were scanned and the main morphological, orientation, and distribution parameters of the pores and fibers were checked. The images reveal that, near the cylinders’ walls, the porosity is lower than that in the cores and is even lower for large sizes. Additionally, larger specimens are more vulnerable to compressive fatigue loading, resulting in a reduction in fatigue life.en
dc.description.sponsorshipThe authors are grateful for the financial support from the Ministerio de Economía y Competitividad, Spain with grant nos. PID2019-110928RBC32, PID2019–110928RB–C31, and RTC–2017–6736–3, and from the Junta de Comunidades de Castilla-La Mancha, Spain through grant no. SBPLY/19/180501/000220.en
dc.format.mimetypeapplication/pdf
dc.language.isoenges
dc.publisherElsevieren
dc.relation.ispartofInternational Journal of Fatigue. 2023, V. 167, 107353en
dc.rightsAtribución 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectSize effect in fatigueen
dc.subjectSteel fiber-reinforced concreteen
dc.subjectComputed tomographyen
dc.subjectMesostructureen
dc.subject.otherMateriales de construcciónes
dc.subject.otherBuilding materialsen
dc.subject.otherIngeniería civiles
dc.subject.otherCivil engineeringen
dc.titleSize effect of steel fiber–reinforced concrete cylinders under compressive fatigue loading: Influence of the mesostructureen
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.relation.publisherversionhttps://doi.org/10.1016/j.ijfatigue.2022.107353es
dc.identifier.doi10.1016/j.ijfatigue.2022.107353
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2019-110928RB-C32/ES/DAÑO A FATIGA ALTERNA EN HORMIGON DE MUY ALTA RESISTENCIA A TRACCION REFORZADO CON FIBRAS. MAPEO Y CUANTIFICACION DEL DAÑO CON TOMOGRAFIA COMPUTERIZADA/es
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2019-110928RB-C31/ES/GENERACION DE DAÑO Y MODELADO PROBABILISTA/es
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/RTC-2017-6736-3/ES/DESARROLLO INNOVADOR DE UN SISTEMA DE CONSTRUCCIÓN IN SITU DE TORRES EÓLICAS DE GRAN ALTURA, CON HORMIGÓN DE ALTAS PRESTACIONES REFORZADO CON FIBRAS Y SIN ARMADURA CONVENCIONAL/es
dc.relation.projectIDinfo:eu-repo/grantAgreement/JCCM//SBPLY%2F19%2F180501%2F000220/es
dc.journal.titleInternational Journal of Fatigueen
dc.volume.number167es
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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