Masonry walls strengthened with Textile Reinforced Mortars (TRM) and subjected to in-plane cyclic loads after real fire exposure

Please use this identifier to cite or link to this item: http://hdl.handle.net/10045/137510
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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.authorTorres, Benjamín-
dc.contributor.authorBaeza, F. Javier-
dc.contributor.authorVarona Moya, Francisco de Borja-
dc.contributor.authorIvorra, Salvador-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.date.accessioned2023-09-26T07:44:04Z-
dc.date.available2023-09-26T07:44:04Z-
dc.date.issued2023-09-25-
dc.identifier.citationEngineering Structures. 2023, 296: 116922. https://doi.org/10.1016/j.engstruct.2023.116922es_ES
dc.identifier.issn0141-0296 (Print)-
dc.identifier.issn1873-7323 (Online)-
dc.identifier.urihttp://hdl.handle.net/10045/137510-
dc.description.abstractA key feature that determines the seismic performance of masonry buildings is the ability of the walls to withstand in-plane cyclic loads. In this context, Textile Reinforced Mortars (TRM) have proven to be a very suitable strengthening solution, although their effectiveness after high temperature exposure is currently practically unexplored. This paper proposes an experimental campaign with full-scale brick walls and carbon fiber TRM, tested to failure under horizontal cyclic in-plane loads, after being exposed to temperatures of about 1000 °C by exposure to real fire. TRM is applied on one or both sides of the walls, and after or before exposure to fire, to simulate different scenarios that a real building could be exposed to. The results show that high temperatures can seriously compromise the integrity of the walls, while TRM can provide effective protection and prevent cracking of masonry from fire. Even after previous fire damage, the reinforcements can double the shear strength of unreinforced damaged walls, and provide high ductility and energy dissipation capacity. However, it is important to note that TRM, even undamaged, may not be able to properly retrofit a severely fire-damaged wall.es_ES
dc.description.sponsorshipThis research has been funded by the Spanish Ministry of Science, Innovation and Universities, grant number RTI2018-101148-B-I00.es_ES
dc.languageenges_ES
dc.publisherElsevieres_ES
dc.rights© 2023 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.subjectMasonryes_ES
dc.subjectCyclic loadses_ES
dc.subjectHigh temperaturees_ES
dc.subjectFirees_ES
dc.titleMasonry walls strengthened with Textile Reinforced Mortars (TRM) and subjected to in-plane cyclic loads after real fire exposurees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.peerreviewedsies_ES
dc.identifier.doi10.1016/j.engstruct.2023.116922-
dc.relation.publisherversionhttps://doi.org/10.1016/j.engstruct.2023.116922es_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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