Textile Reinforced Mortars (TRM) tensile behavior after high temperature exposure

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dc.contributorGrupo de Ensayo, Simulación y Modelización de Estructuras (GRESMES)es_ES
dc.contributorDurabilidad de Materiales y Construcciones en Ingeniería y Arquitecturaes_ES
dc.contributor.authorEstevan, Luis-
dc.contributor.authorVarona Moya, Francisco de Borja-
dc.contributor.authorBaeza, F. Javier-
dc.contributor.authorTorres, Benjamín-
dc.contributor.authorBru, David-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.date.accessioned2022-03-15T09:16:30Z-
dc.date.available2022-03-15T09:16:30Z-
dc.date.issued2022-03-14-
dc.identifier.citationConstruction and Building Materials. 2022, 328: 127116. https://doi.org/10.1016/j.conbuildmat.2022.127116es_ES
dc.identifier.issn0950-0618 (Print)-
dc.identifier.issn1879-0526 (Online)-
dc.identifier.urihttp://hdl.handle.net/10045/122157-
dc.description.abstractAlthough one of the main advantages of Textile Reinforced Mortars (TRM) is their non-combustible character, their behavior against fire or high temperatures has not been sufficiently studied at present. This work analyzes the behavior of different commercial systems containing inorganic mortars and fabric reinforcements based on glass, carbon and basalt fibers, subjected to different temperature levels. To characterize the mechanical response of the different systems, non-destructive tests have been carried out to determine the dynamic modulus of elasticity of the different materials, and subsequent destructive tests to determine their strength and stress-strain relationship. For this purpose, the TRM coupons have been subjected to uniaxial tensile tests and the deformations have been monitored using LVDT (Linear Variable Displacement Transducer) sensors and DIC (Digital Image Correlation), in order to evaluate cracking patterns and failure modes. The results show, in general terms, that the mechanical capacity of these materials is seriously compromised at temperatures in the order of 400 to 600 °C, which can easily be reached during a fire inside a building. Therefore, it can be concluded that although these systems are erroneously perceived as fire resistant in many cases, they may require additional protection depending on the specific use for which they are intended.es_ES
dc.description.sponsorshipThe authors would like to acknowledge Mapei Spain S.A. for the materials supplied in this work. This research has been funded by the Spanish Ministry of Science, Innovation and Universities, grant number RTI2018-101148-B-100.es_ES
dc.languageenges_ES
dc.publisherElsevieres_ES
dc.rights© 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).es_ES
dc.subjectTRMes_ES
dc.subjectFRCMes_ES
dc.subjectHigh-temperaturees_ES
dc.subjectTensile strengthes_ES
dc.subjectNon-destructive testinges_ES
dc.subject.otherMecánica de Medios Contínuos y Teoría de Estructurases_ES
dc.subject.otherIngeniería de la Construcciónes_ES
dc.titleTextile Reinforced Mortars (TRM) tensile behavior after high temperature exposurees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1016/j.conbuildmat.2022.127116-
dc.relation.publisherversionhttps://doi.org/10.1016/j.conbuildmat.2022.127116es_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-101148-B-I00es_ES
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