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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 Perez, María Paz
dc.contributor.authorCamino Olea, María Soledad
dc.contributor.authorCaballero Valdizán, Julen
dc.date.accessioned2024-01-15T17:05:37Z
dc.date.available2024-01-15T17:05:37Z
dc.date.issued2018-09-16
dc.identifier.citationRamos Gavilán, A.B.; Rodríguez Esteban, M.A.; Antón Iglesias, M.N.; Sáez Perez, M.P.; Camino Olea, M.S.; Caballero Valdizán, J. Experimental Study of the Mechanical Behaviour of Bricks from 19th and 20th Century Buildings in the Province of Zamora (Spain). Infrastructures 2018, 3, 38. https://doi.org/10.3390/infrastructures3030038
dc.identifier.issn2412-3811
dc.identifier.urihttp://hdl.handle.net/10366/154260
dc.descriptionFuente: Infrastructures
dc.description.abstract[EN] Interventions 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 checkedes_ES
dc.format.mimetypeapplication/pdf
dc.language.isoenges_ES
dc.publisherMultidisciplinary Digital Publishing Institute MDPIes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectcompressive strengthes_ES
dc.subjecthistoric brickses_ES
dc.subjectrestoration and rehabilitationes_ES
dc.subjectresistencia a compresiónes_ES
dc.subjectladrillos históricoses_ES
dc.subjectrestauración y rehabilitaciónes_ES
dc.subject.meshCompressive Strength *
dc.titleExperimental Study of the Mechanical Behaviour of Bricks from 19th and 20th Century Buildings in the Province of Zamora (Spain)es_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publishversionhttps://doi.org/10.3390/infrastructures3030038
dc.subject.unesco33 Ciencias tecnológicases_ES
dc.identifier.doi10.3390/infrastructures3030038
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.journal.titleInfrastructureses_ES
dc.volume.number3es_ES
dc.issue.number3es_ES
dc.page.initial38es_ES
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones_ES
dc.subject.decsfuerza compresiva *


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internacional