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dc.contributor.authorRamos Gavilán, Ana Belén
dc.contributor.authorRodríguez Esteban, María Ascensión
dc.contributor.authorAntón Iglesias, M. N.
dc.contributor.authorSáez Pérez, María Paz
dc.contributor.authorCamino Olea, María Soledad
dc.contributor.authorValdizán, J. C.
dc.date.accessioned2026-07-01T07:49:29Z
dc.date.available2026-07-01T07:49:29Z
dc.date.issued2018
dc.identifier.citationRamos Gavilán, A. B., Rodríguez Esteban, M. A., Antón Iglesias, M. N., Sáez Pérez, M. P., Camino Olea, M. S., y Valdizán, J. C. (2018). Experimental Study of the Mechanical Behaviour of Bricks from 19th and 20th Century Buildings in the Province of Zamora (Spain). Infrastructures, 3(3). https://doi.org/10.3390/infrastructures3030038es
dc.identifier.issn2412-3811
dc.identifier.urihttp://hdl.handle.net/20.500.12251/4823
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. © 2018 by the authors.es
dc.language.isoenges
dc.publisherMDPI Multidisciplinary Digital Publishing Institutees
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleExperimental Study of the Mechanical Behaviour of Bricks from 19th and 20th Century Buildings in the Province of Zamora (Spain)es
dc.typearticle
dc.identifier.doi10.3390/infrastructures3030038
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85075914263&doi=10.3390%2finfrastructures3030038&partnerID=40&md5=57f8bd70f0fc8c15edb36f8485754186
dc.issue.number3es
dc.journal.titleInfrastructureses
dc.rights.accessRightsopenAccesses
dc.subject.keywordLadrilloses
dc.subject.keywordPropiedades mecánicases
dc.subject.keywordZamoraes
dc.subject.keywordEdificios históricoses
dc.subject.keywordPatrimonio arquitectónicoes
dc.subject.unesco3305 Tecnología de la Construcciónes
dc.subject.unesco3312 Tecnología de Materialeses
dc.subject.unesco3312.03 Materiales Cerámicoses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.volume.number3


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