Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry

This paper presents the results of an experimental programme about the evaluation of the size effect on the compressive behaviour of cylindrical samples of existing masonry. The study focuses on the in-situ coring and experimental testing of core specimens with 150 mm and 90 mm diameter. The 150 mm...

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Autores: Segura Domingo, Jorge|||0000-0002-6763-1064, Pelà, Luca|||0000-0001-7760-8290, Roca Fabregat, Pedro|||0000-0001-5400-5817, Cabané Cañas, Albert|||0000-0002-5858-2563
Tipo de recurso: artículo
Fecha de publicación:2019
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/168111
Acceso en línea:https://hdl.handle.net/2117/168111
https://dx.doi.org/10.1016/j.conbuildmat.2019.116759
Access Level:acceso abierto
Palabra clave:Masonry--Testing
MDT
Core drilling
In-situ sampling
Masonry
Clay brick
Lime mortar
Compressive strength
Young’s modulus
Size effect
Historical buildings
Estructures de murs
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
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spelling Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonrySegura Domingo, Jorge|||0000-0002-6763-1064Pelà, Luca|||0000-0001-7760-8290Roca Fabregat, Pedro|||0000-0001-5400-5817Cabané Cañas, Albert|||0000-0002-5858-2563Masonry--TestingMDTCore drillingIn-situ samplingMasonryClay brickLime mortarCompressive strengthYoung’s modulusSize effectHistorical buildingsEstructures de mursÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructuresThis paper presents the results of an experimental programme about the evaluation of the size effect on the compressive behaviour of cylindrical samples of existing masonry. The study focuses on the in-situ coring and experimental testing of core specimens with 150 mm and 90 mm diameter. The 150 mm cylinder, recurrent in minor destructive evaluation of the compressive strength of existing masonry, includes four brick pieces, two mortar beds and one head joint. The 90 mm specimen includes one mortar bed and two segments of brick, and inflicts less damage on the inspected structural member due to its lower invasivity. The experimental research investigates the size effect on four different types of clay brick masonry. The first type was built in the laboratory using historical-like materials. The other three types of masonry belong to structural walls of existing historical buildings. The combination of experimental results from laboratory controlled materials and existing historical members shows that the size of the cylindrical specimen has regular effect on the compressive strength and the Young’s modulus. The consistent relationship found between the compressive strengths of the 150 mm and 90 mm core samples allows the use of the latter specimen for a more respectful inspection of existing structural masonry.Peer ReviewedElsevier20192019-12-0120192019-09-10journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/168111https://dx.doi.org/10.1016/j.conbuildmat.2019.116759reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengMinisterio de Economía y Competitividad http://doi.org/10.13039/501100003329 BIA2015-63882-P TECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICAAgencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 RTI2018-099589-B-I00 EVALUACION MULTINIVEL DE LA VULNERABILIDADD SISMICA Y MITIGACION DE RIESGO DE EDIFICIOS DE OBRA DE FABRICA EN CENTROS URBANOS HISTORICOS RESILIENTESopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivs 3.0 Spainhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1681112026-05-27T15:37:01Z
dc.title.none.fl_str_mv Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
title Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
spellingShingle Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
Segura Domingo, Jorge|||0000-0002-6763-1064
Masonry--Testing
MDT
Core drilling
In-situ sampling
Masonry
Clay brick
Lime mortar
Compressive strength
Young’s modulus
Size effect
Historical buildings
Estructures de murs
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
title_short Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
title_full Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
title_fullStr Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
title_full_unstemmed Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
title_sort Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry
dc.creator.none.fl_str_mv Segura Domingo, Jorge|||0000-0002-6763-1064
Pelà, Luca|||0000-0001-7760-8290
Roca Fabregat, Pedro|||0000-0001-5400-5817
Cabané Cañas, Albert|||0000-0002-5858-2563
author Segura Domingo, Jorge|||0000-0002-6763-1064
author_facet Segura Domingo, Jorge|||0000-0002-6763-1064
Pelà, Luca|||0000-0001-7760-8290
Roca Fabregat, Pedro|||0000-0001-5400-5817
Cabané Cañas, Albert|||0000-0002-5858-2563
author_role author
author2 Pelà, Luca|||0000-0001-7760-8290
Roca Fabregat, Pedro|||0000-0001-5400-5817
Cabané Cañas, Albert|||0000-0002-5858-2563
author2_role author
author
author
dc.subject.none.fl_str_mv Masonry--Testing
MDT
Core drilling
In-situ sampling
Masonry
Clay brick
Lime mortar
Compressive strength
Young’s modulus
Size effect
Historical buildings
Estructures de murs
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
topic Masonry--Testing
MDT
Core drilling
In-situ sampling
Masonry
Clay brick
Lime mortar
Compressive strength
Young’s modulus
Size effect
Historical buildings
Estructures de murs
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
description This paper presents the results of an experimental programme about the evaluation of the size effect on the compressive behaviour of cylindrical samples of existing masonry. The study focuses on the in-situ coring and experimental testing of core specimens with 150 mm and 90 mm diameter. The 150 mm cylinder, recurrent in minor destructive evaluation of the compressive strength of existing masonry, includes four brick pieces, two mortar beds and one head joint. The 90 mm specimen includes one mortar bed and two segments of brick, and inflicts less damage on the inspected structural member due to its lower invasivity. The experimental research investigates the size effect on four different types of clay brick masonry. The first type was built in the laboratory using historical-like materials. The other three types of masonry belong to structural walls of existing historical buildings. The combination of experimental results from laboratory controlled materials and existing historical members shows that the size of the cylindrical specimen has regular effect on the compressive strength and the Young’s modulus. The consistent relationship found between the compressive strengths of the 150 mm and 90 mm core samples allows the use of the latter specimen for a more respectful inspection of existing structural masonry.
publishDate 2019
dc.date.none.fl_str_mv 2019
2019-12-01
2019
2019-09-10
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
AM
http://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/168111
https://dx.doi.org/10.1016/j.conbuildmat.2019.116759
url https://hdl.handle.net/2117/168111
https://dx.doi.org/10.1016/j.conbuildmat.2019.116759
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Ministerio de Economía y Competitividad http://doi.org/10.13039/501100003329 BIA2015-63882-P TECNICAS MULTIESCALA PARA EL ANALISIS EXPERIMENTAL Y NUMERICO DE LA FIABILIDAD DE LAS ESTRUCTURAS DE OBRA DE FABRICA
Agencia Estatal de Investigación http://doi.org/10.13039/501100011033 Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020 RTI2018-099589-B-I00 EVALUACION MULTINIVEL DE LA VULNERABILIDADD SISMICA Y MITIGACION DE RIESGO DE EDIFICIOS DE OBRA DE FABRICA EN CENTROS URBANOS HISTORICOS RESILIENTES
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,301603

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