Evaluation of the compressive strength of ancient clay bricks using microdrilling

Detalhes bibliográficos
Autor(a) principal: Fernandes, Francisco Manuel Carvalho Pinto
Data de Publicação: 2007
Outros Autores: Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/8445
Resumo: Nondestructive testing techniques are increasingly being used to obtain the geometry of structural and nonstructural elements and hidden features such as voids, cracks, and detachments. However, the evaluation of the compressive strength and other mechanical properties of ancient materials using such techniques remains a challenge. To reliably assess mechanical properties, it is usually necessary to directly test the strength and deformation of materials by destructive methods. To avoid coring and sampling of the historic fabric, a recent minor-destructive methodology based in microdrilling is used in this paper for the characterization of clay brick. For this purpose, 148 brick specimens from the 12th to 19th centuries were collected from six monasteries in Portugal. A wide range of compressive strength was found by destructive compressive testing, ranging from 6.7 to 21.8 N/mm2. The paper shows that it is possible to reliably estimate the compressive strength of bricks by means of regression curves using the adopted microdrilling technique.
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spelling Evaluation of the compressive strength of ancient clay bricks using microdrillingClaysBricksCompressive strengthDrillingScience & TechnologyNondestructive testing techniques are increasingly being used to obtain the geometry of structural and nonstructural elements and hidden features such as voids, cracks, and detachments. However, the evaluation of the compressive strength and other mechanical properties of ancient materials using such techniques remains a challenge. To reliably assess mechanical properties, it is usually necessary to directly test the strength and deformation of materials by destructive methods. To avoid coring and sampling of the historic fabric, a recent minor-destructive methodology based in microdrilling is used in this paper for the characterization of clay brick. For this purpose, 148 brick specimens from the 12th to 19th centuries were collected from six monasteries in Portugal. A wide range of compressive strength was found by destructive compressive testing, ranging from 6.7 to 21.8 N/mm2. The paper shows that it is possible to reliably estimate the compressive strength of bricks by means of regression curves using the adopted microdrilling technique.Fundação para a Ciência e a Tecnologia (FCT) - POCTI SFRH/BD/6409/2001.Instituto Português do Património Arquitectónico (IPPAR)American Society of Civil Engineers (ASCE)Universidade do MinhoFernandes, Francisco Manuel Carvalho PintoLourenço, Paulo B.20072007-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/8445eng"Journal of Materials in Civil Engineering". ISSN 0899-1561. 19:9 (Set. 2007) 791-800.0899-156110.1061/(ASCE)0899-1561(2007)19:9(791)info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:19:07Zoai:repositorium.sdum.uminho.pt:1822/8445Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:12:01.700259Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Evaluation of the compressive strength of ancient clay bricks using microdrilling
title Evaluation of the compressive strength of ancient clay bricks using microdrilling
spellingShingle Evaluation of the compressive strength of ancient clay bricks using microdrilling
Fernandes, Francisco Manuel Carvalho Pinto
Clays
Bricks
Compressive strength
Drilling
Science & Technology
title_short Evaluation of the compressive strength of ancient clay bricks using microdrilling
title_full Evaluation of the compressive strength of ancient clay bricks using microdrilling
title_fullStr Evaluation of the compressive strength of ancient clay bricks using microdrilling
title_full_unstemmed Evaluation of the compressive strength of ancient clay bricks using microdrilling
title_sort Evaluation of the compressive strength of ancient clay bricks using microdrilling
author Fernandes, Francisco Manuel Carvalho Pinto
author_facet Fernandes, Francisco Manuel Carvalho Pinto
Lourenço, Paulo B.
author_role author
author2 Lourenço, Paulo B.
author2_role author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Fernandes, Francisco Manuel Carvalho Pinto
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Clays
Bricks
Compressive strength
Drilling
Science & Technology
topic Clays
Bricks
Compressive strength
Drilling
Science & Technology
description Nondestructive testing techniques are increasingly being used to obtain the geometry of structural and nonstructural elements and hidden features such as voids, cracks, and detachments. However, the evaluation of the compressive strength and other mechanical properties of ancient materials using such techniques remains a challenge. To reliably assess mechanical properties, it is usually necessary to directly test the strength and deformation of materials by destructive methods. To avoid coring and sampling of the historic fabric, a recent minor-destructive methodology based in microdrilling is used in this paper for the characterization of clay brick. For this purpose, 148 brick specimens from the 12th to 19th centuries were collected from six monasteries in Portugal. A wide range of compressive strength was found by destructive compressive testing, ranging from 6.7 to 21.8 N/mm2. The paper shows that it is possible to reliably estimate the compressive strength of bricks by means of regression curves using the adopted microdrilling technique.
publishDate 2007
dc.date.none.fl_str_mv 2007
2007-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/8445
url http://hdl.handle.net/1822/8445
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv "Journal of Materials in Civil Engineering". ISSN 0899-1561. 19:9 (Set. 2007) 791-800.
0899-1561
10.1061/(ASCE)0899-1561(2007)19:9(791)
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
publisher.none.fl_str_mv American Society of Civil Engineers (ASCE)
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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