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dc.contributor.authorRamos Gavilán, Ana Belén
dc.contributor.authorRodríguez Esteban, María Ascensión
dc.contributor.authorAntón Iglesias, María Natividad
dc.contributor.authorSáez Pérez, María Paz
dc.contributor.authorCamino Olea, María Soledad 
dc.contributor.authorCaballero Valdizán, Julen
dc.date.accessioned2022-10-11T11:53:56Z
dc.date.available2022-10-11T11:53:56Z
dc.date.issued2018
dc.identifier.citationInfrastructures, 2018, vol. 3, n. 3, p. 38es
dc.identifier.issn2412-3811es
dc.identifier.urihttps://uvadoc.uva.es/handle/10324/55937
dc.descriptionProducción Científicaes
dc.description.abstractInterventions in historic brick buildings require an exhaustive analysis of the current characteristics of bricks in order to establish the role performed by these elements in the buildings. This study presents the results of an experimental analysis of the compressive strength of brick specimens extracted from different buildings built in the 19th and 20th centuries in the province of Zamora (Spain). The study analyses specimens with very different characteristics to compare results from different masonry units and manufacturing processes. Specimens are classified into four groups according to their macroscopic and microscopic analyses. Compressive strength results are correlated to the above classification and to the results of density, absorption and open porosity of the samples. The compressive strength results present high variation between clay bricks (9.2–64.4 N/mm2) and between samples extracted from the same brick due to the heterogeneity of the material. Correlations between compressive strength and open porosity, absorption and dry density values are observed, with less dispersion in the case of high sintering level, up to 1000 °C. Finally, the compliance with the current Spanish Technical Building Code with respect to their compressive strength is checked.es
dc.format.mimetypeapplication/pdfes
dc.language.isoenges
dc.publisherMDPIes
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subject.classificationCompressive strengthes
dc.subject.classificationHistoric brickses
dc.subject.classificationRestoration and rehabilitationes
dc.titleExperimental study of the mechanical behaviour of bricks from 19th and 20th century buildings in the province of Zamora (Spain)es
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.holder© 2018 The Author(s)es
dc.identifier.doi10.3390/infrastructures3030038es
dc.relation.publisherversionhttps://www.mdpi.com/2412-3811/3/3/38es
dc.identifier.publicationfirstpage38es
dc.identifier.publicationissue3es
dc.identifier.publicationtitleInfrastructureses
dc.identifier.publicationvolume3es
dc.peerreviewedSIes
dc.description.projectUniversidad de Salamanca, Fundación Memoria de Don Samuel Solorzano Barruso (FS/18-2015)es
dc.identifier.essn2412-3811es
dc.rightsAtribución 4.0 Internacional*
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones
dc.subject.unesco6201 Arquitecturaes
dc.subject.unesco6201.01 Diseño Arquitectónicoes
dc.subject.unesco3305 Tecnología de la Construcciónes


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