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dc.contributor.authorBorinaga Treviño, Roque ORCID
dc.contributor.authorOrbe Mateo, Aimar
dc.contributor.authorNorambuena Contreras, J.
dc.contributor.authorCanales Abaitua, Javier ORCID
dc.date.accessioned2024-02-08T11:07:52Z
dc.date.available2024-02-08T11:07:52Z
dc.date.issued2018
dc.identifier.citationConstruction and Building Materials 186 : 31-41 (2018)
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10810/65435
dc.description.abstractNowadays, refurbishing of existing structures has gained interest in order to reduce both the construction materials used and the construction and demolition waste production. For that purpose, there are several methods for demolishing the damaged parts, but most of the alternatives involve high noise and dust production, which are in contraposition when structures are in urban areas. Among all the existing methods, this paper studies the possibility of using microwave heating as a demolition method, either by damaging the bulk material or the mortar to concrete interface. With that in mind, the effect of microwave heating time (range 120–600 s) on the physical, thermal, electrical, mechanical and bonding properties of steel fibre-reinforced and non-reinforced cement mortars was analysed. The aim of the paper is to establish possible correlations between the mentioned properties and the damage level caused by microwave heating. Although the results prove that pore pressure increment due to microwave heating can cause the reduction of flexural strength up to the rupture of the specimens, this fact cannot be extended to all the properties or mortar types. The fibre reinforcement plays a key role to restrain the damage. Thermal conductivity and electrical resistivity are obviously different in reinforced and non-reinforced mortars due to the inclusions of the metallic fibres. However, after undergoing microwave heating those properties were not noticeably altered nor follow a trend linked to the heating time. It is assumed that the water migration and evaporation processes are the main cause. Although the flexural strength reduction was gradual for non-reinforced mortars until total failure, the reinforced specimens only showed a 13% of reduction for the first 120 s, remaining almost constant afterwards. Although it was proved that the fibres increase the temperature on the specimen surface and its adhesion to the matrix is altered, their crack bridging effect overcomes further damage.
dc.description.sponsorshipThis work has been partly financed within the European Horizon 2020 Joint Technology Initiative Shift2Rail through contract no.730841. The authors also wish to thank the Basque Government for financial assistance through IT919-16 and through the project Elkartek 2018: GOLIAT: ”Aplicaciones electromagnéticas para usos y entornos industriales severos” (Electromagnetic applications on severe industrial environments). Finally, the authors are also grateful to MAPEI for the donation of the mortars used in this study.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relationinfo:eu-repo/grantAgreement/EC/H2020/730841es_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectcement-based mortarses_ES
dc.subjectelectrical resistivity
dc.subjectfibre influence
dc.subjectmechanical damage
dc.subjectmicrowave heating
dc.subjectthermal conductivity
dc.titleEffect of microwave heating damage on the electrical, thermal and mechanical properties of fibre-reinforced cement mortarses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.holder© 2018 The Authors. Published by Elsevier under CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/es_ES
dc.rights.holderAtribución-NoComercial-SinDerivadas 3.0 España*
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S095006181831780X?via%3Dihubes_ES
dc.identifier.doi10.1016/j.conbuildmat.2018.07.108
dc.contributor.funderEuropean Comission
dc.departamentoesIngeniería mecánicaes_ES
dc.departamentoeuIngeniaritza mekanikoaes_ES


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© 2018 The Authors. Published by Elsevier under CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/
Except where otherwise noted, this item's license is described as © 2018 The Authors. Published by Elsevier under CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/