Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study

In this study, experimental analysis on the compressive strength of multi-leaf thin-tile masonry is presented. A compressive strength test was carried out on thin-tile, mortar and 48 specimens with two-and three-leaf thin-tile masonry. The results obtained were compared with literature on brick maso...

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Autores: Llorens, J., Chamorro Trenado, Miguel Ángel, Fontà s, J., Alcalà , M., Delgado Aguilar, Marc, Julián, F., Llorens, M.
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Consejo General de la Arquitectura Técnica de España (CGATE)
Repositorio:RIARTE
OAI Identifier:oai:www.riarte.es:20.500.12251/2567
Acceso en línea:http://hdl.handle.net/20.500.12251/2567
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85107348263&doi=10.3390%2fma14112785&partnerID=40&md5=26df68aa185dba53cc29fcbdba43650d
Access Level:acceso abierto
Palabra clave:Mampostería
Resistencia a compresión
Fábrica (Construcción)
Ensayos (propiedades o materiales)
3312.12 Ensayo de Materiales
3313.04 Material de Construcción
3312.08 Propiedades de Los Materiales
3312.03 Materiales Cerámicos
3312.09 Resistencia de Materiales
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spelling Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case studyLlorens, J.Chamorro Trenado, Miguel ÁngelFontà s, J.Alcalà , M.Delgado Aguilar, MarcJulián, F.Llorens, M.MamposteríaResistencia a compresiónFábrica (Construcción)Ensayos (propiedades o materiales)3312.12 Ensayo de Materiales3313.04 Material de Construcción3312.08 Propiedades de Los Materiales3312.03 Materiales Cerámicos3312.09 Resistencia de MaterialesIn this study, experimental analysis on the compressive strength of multi-leaf thin-tile masonry is presented. A compressive strength test was carried out on thin-tile, mortar and 48 specimens with two-and three-leaf thin-tile masonry. The results obtained were compared with literature on brick masonry loaded parallel to a bed joint. Based on the results of this study, the failure mode presented the first crack in the vertical interface; this crack grew until the leaf was detached. From this point until collapse, lateral buckling of the leaves was generally observed. Therefore, the detachment compressive strength value was considered relevant. Up to this point, both masonries exhibit similar stress"“strain behavior. The experimental values of the detachment compressive strength were compared with the values calculated from the equation generally used in the literature to evaluate the compressive strength of brick masonry. From the results obtained, the following conclusion can be drawn: This equation is only suitable for tree-leaf thin-tile masonry but with more relevant influence on the compressive strength of the mortar. This study concluded that only three-leaf specimens behave similarly to brick masonry loaded parallel to a bed joint. Finally, whether the failure mode was due to shear or tensile stresses in the vertical thin-tile-mortar interface cannot be identified. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.MDPI AG2021info:eu-repo/semantics/articlehttp://hdl.handle.net/20.500.12251/2567https://www.scopus.com/inward/record.uri?eid=2-s2.0-85107348263&doi=10.3390%2fma14112785&partnerID=40&md5=26df68aa185dba53cc29fcbdba43650dreponame:RIARTEinstname:Consejo General de la Arquitectura Técnica de España (CGATE)Ingléshttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:www.riarte.es:20.500.12251/25672026-06-02T12:44:41Z
dc.title.none.fl_str_mv Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
title Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
spellingShingle Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
Llorens, J.
Mampostería
Resistencia a compresión
Fábrica (Construcción)
Ensayos (propiedades o materiales)
3312.12 Ensayo de Materiales
3313.04 Material de Construcción
3312.08 Propiedades de Los Materiales
3312.03 Materiales Cerámicos
3312.09 Resistencia de Materiales
title_short Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
title_full Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
title_fullStr Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
title_full_unstemmed Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
title_sort Experimental behavior of thin-tile masonry under uniaxial compression: Multi-leaf case study
dc.creator.none.fl_str_mv Llorens, J.
Chamorro Trenado, Miguel Ángel
Fontà s, J.
Alcalà , M.
Delgado Aguilar, Marc
Julián, F.
Llorens, M.
author Llorens, J.
author_facet Llorens, J.
Chamorro Trenado, Miguel Ángel
Fontà s, J.
Alcalà , M.
Delgado Aguilar, Marc
Julián, F.
Llorens, M.
author_role author
author2 Chamorro Trenado, Miguel Ángel
Fontà s, J.
Alcalà , M.
Delgado Aguilar, Marc
Julián, F.
Llorens, M.
author2_role author
author
author
author
author
author
dc.subject.none.fl_str_mv Mampostería
Resistencia a compresión
Fábrica (Construcción)
Ensayos (propiedades o materiales)
3312.12 Ensayo de Materiales
3313.04 Material de Construcción
3312.08 Propiedades de Los Materiales
3312.03 Materiales Cerámicos
3312.09 Resistencia de Materiales
topic Mampostería
Resistencia a compresión
Fábrica (Construcción)
Ensayos (propiedades o materiales)
3312.12 Ensayo de Materiales
3313.04 Material de Construcción
3312.08 Propiedades de Los Materiales
3312.03 Materiales Cerámicos
3312.09 Resistencia de Materiales
description In this study, experimental analysis on the compressive strength of multi-leaf thin-tile masonry is presented. A compressive strength test was carried out on thin-tile, mortar and 48 specimens with two-and three-leaf thin-tile masonry. The results obtained were compared with literature on brick masonry loaded parallel to a bed joint. Based on the results of this study, the failure mode presented the first crack in the vertical interface; this crack grew until the leaf was detached. From this point until collapse, lateral buckling of the leaves was generally observed. Therefore, the detachment compressive strength value was considered relevant. Up to this point, both masonries exhibit similar stress"“strain behavior. The experimental values of the detachment compressive strength were compared with the values calculated from the equation generally used in the literature to evaluate the compressive strength of brick masonry. From the results obtained, the following conclusion can be drawn: This equation is only suitable for tree-leaf thin-tile masonry but with more relevant influence on the compressive strength of the mortar. This study concluded that only three-leaf specimens behave similarly to brick masonry loaded parallel to a bed joint. Finally, whether the failure mode was due to shear or tensile stresses in the vertical thin-tile-mortar interface cannot be identified. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.
publishDate 2021
dc.date.none.fl_str_mv 2021
dc.type.none.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12251/2567
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85107348263&doi=10.3390%2fma14112785&partnerID=40&md5=26df68aa185dba53cc29fcbdba43650d
url http://hdl.handle.net/20.500.12251/2567
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85107348263&doi=10.3390%2fma14112785&partnerID=40&md5=26df68aa185dba53cc29fcbdba43650d
dc.language.none.fl_str_mv Inglés
language_invalid_str_mv Inglés
dc.rights.none.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv MDPI AG
publisher.none.fl_str_mv MDPI AG
dc.source.none.fl_str_mv reponame:RIARTE
instname:Consejo General de la Arquitectura Técnica de España (CGATE)
instname_str Consejo General de la Arquitectura Técnica de España (CGATE)
reponame_str RIARTE
collection RIARTE
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15.301603

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