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dc.contributor.authorTamayo Castañeda, Pablo 
dc.contributor.authorAghajanian Sabbagh, Ali
dc.contributor.authorRico Arenal, Jokin 
dc.contributor.authorSetién Marquínez, Jesús 
dc.contributor.authorPolanco Madrazo, Juan Antonio 
dc.contributor.authorThomas García, Carlos 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-06-24T10:08:58Z
dc.date.available2022-06-24T10:08:58Z
dc.date.issued2022-05-06
dc.identifier.issn2352-7102
dc.identifier.otherRTC-2016-5637-3es_ES
dc.identifier.urihttp://hdl.handle.net/10902/25189
dc.description.abstractABSTRACT: Concrete with siderurgical aggregates (SA) is a sustainable construction material with great potential as structural concrete. For this reason, studies must be carried out on the behavior of concrete against prestressed elements, studies that open the door to new applications such as buildings, bridges or foundations. In this study, the feasibility of prestressed concrete is established with standardized adherence tests on beams reinforced with steel wires. The comparison between the concrete-reinforcement union of limestone concrete and concrete with siderurgical aggregates, has shown to be 23% higher in the case of the latter. This study is completed with the analysis of the paste-aggregate interface (ITZ) of both types of aggregate to support the results obtained in the adherence test. In addition, in order to know the bond strength of the pastes that incorporate SA, the micro-Vickers hardness of the pastes of the concrete mixes are determined, a hardness that has turned out to be proportional to the replacement of fine aggregates with SA.es_ES
dc.description.sponsorshipThis research was co-financed by the European Regional Development Fund (ERDF) and the Ministry of Economy, Industry and Competitiveness (MINECO) within the framework of the project RTC-2016-5637-3. The research was possible thanks to the collaboration of the company INGECID, the department LADICIM (University of Cantabria) and the companies ROCACERO and SIDENOR, as well as the Department of Universities and Research, Environment and Social Policy of the Government of Cantabria (Spain).es_ES
dc.format.extent12 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceJournal of Building Engineering, 2022, 54, 104595es_ES
dc.subject.otherAdherencees_ES
dc.subject.otherPrestressed concretees_ES
dc.subject.otherEAFSes_ES
dc.subject.otherSiderurgical aggregateses_ES
dc.subject.otherHardnesses_ES
dc.subject.otherITZes_ES
dc.titleCharacterization of the Adherence Strength and the Aggregate-Paste Bond of Prestressed Concrete with Siderurgical Aggregateses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.jobe.2022.104595es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.jobe.2022.104595
dc.type.versionpublishedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 International