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dc.contributor.authorSainz-Aja Guerra, José Adolfo 
dc.contributor.authorSánchez Matías, Marcos 
dc.contributor.authorGonzález Suárez, Laura
dc.contributor.authorTamayo Castañeda, Pablo 
dc.contributor.authorGarcía Del Ángel, Gilberto de Jesús
dc.contributor.authorAghajanian Sabbagh, Ali
dc.contributor.authorDiego Cavia, Soraya 
dc.contributor.authorThomas García, Carlos 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2023-03-08T13:35:12Z
dc.date.available2023-03-08T13:35:12Z
dc.date.issued2022-03
dc.identifier.issn2076-3417
dc.identifier.urihttps://hdl.handle.net/10902/28084
dc.description.abstractModern society demands more sustainable and economical construction elements. One of the available options for manufacturing this type of element is the valorisation of end-of-life waste, such as, for example, the recycling of polymers used in industry. The valorisation of these wastes reduces costs and avoids the pollution generated by their landfill disposal. With the aim of helping to obtain this type of material, this work describes a methodology for recycling polyethylene for the manufacture of fibres that will later be used as reinforcement for structural concrete. These fibres are manufactured using an injection moulding machine. Subsequently, their physical and mechanical properties are measured and compared with those of the material before it is crushed and injected. The aim of this comparison is to evaluate the recycling process and analyse the reduction of the physical-mechanical properties of the recycled polyethylene in the process. Finally, to determine the properties of the fibre concrete, three types of concrete were produced: a control concrete, a reinforced concrete with 2 kg/m³ of fibres, and a reinforced concrete with 4 kg/m³ of fibres. The results show an enhancement of mechanical properties when the fibres are incorporated, particularly the tensile strength; and they also show excellent performance controlling cracking in concrete.es_ES
dc.description.sponsorshipThis research was funded by the LADICIM (Laboratory of Materials Science and Engineering), Universidad de Cantabria. E.T.S. de Ingenieros de Caminos, Canales y Puertos, Av./Los Castros 44, 39005 Santander, Spain.es_ES
dc.format.extent20 p.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAttribution 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceApplied Sciences, 2022, 12(6), 2867es_ES
dc.subject.otherRecycled fibreses_ES
dc.subject.otherRecycled polyethylenees_ES
dc.subject.otherFibre-reinforced concretees_ES
dc.subject.otherSustainabilityes_ES
dc.titleRecycled polyethylene fibres for structural concretees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.3390/app12062867
dc.type.versionpublishedVersiones_ES


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