Cyclic behaviour of stone and brick masonry under uniaxial compressive loading

Detalhes bibliográficos
Autor(a) principal: Oliveira, Daniel V.
Data de Publicação: 2006
Outros Autores: Lourenço, Paulo B., Roca, Pere
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/6875
Resumo: An experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacementcontrolled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.
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spelling Cyclic behaviour of stone and brick masonry under uniaxial compressive loadingScience & TechnologyAn experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacementcontrolled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.Dans cet article une recherche expérimentale à propos du comportement en compression uniaxial de spécimens de pierre et de la brique, aussi bien que prismes de maçonnerie, est présenté. Grès et brique de l’argile locale ont été utilisés pour obtenir des résultats représentatifs en ce qui concerne les constructions locales. Avec l’objective de obtenir une description matérielle complète, un ensemble de tests contrôlé par déplacement a été emporté, sous chargement de compression monotonic et cyclique. La procédure adoptée pour tester est décrite et les résultats sont discutés, nommément la fragilité matérielle, variabilité intrinsèque des matériaux, dissipation d’énergie et déchéance de la raideur.RILEMUniversidade do MinhoOliveira, Daniel V.Lourenço, Paulo B.Roca, Pere20062006-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/6875eng"Materials and Structures". ISSN 1359-5997. 39:2 (2006) 219-227.1359-599710.1617/s11527-005-9050-3http://www.springerlink.com/content/1359-5997info: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:RCAAP2023-07-21T12:19:15Zoai:repositorium.sdum.uminho.pt:1822/6875Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:12:10.190716Repositório 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 Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
title Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
spellingShingle Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
Oliveira, Daniel V.
Science & Technology
title_short Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
title_full Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
title_fullStr Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
title_full_unstemmed Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
title_sort Cyclic behaviour of stone and brick masonry under uniaxial compressive loading
author Oliveira, Daniel V.
author_facet Oliveira, Daniel V.
Lourenço, Paulo B.
Roca, Pere
author_role author
author2 Lourenço, Paulo B.
Roca, Pere
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Oliveira, Daniel V.
Lourenço, Paulo B.
Roca, Pere
dc.subject.por.fl_str_mv Science & Technology
topic Science & Technology
description An experimental research concerning the uniaxial compressive behaviour of stone and brick specimens, as well as masonry prisms, is presented. Local sandstone and clay brick materials were used in order to obtain results representative with respect to local constructions. Aiming at a comprehensive material description, a set of displacementcontrolled experiments were carried out, both under monotonic and cyclic compressive loading. The procedure adopted for testing is described and the results are discussed, namely material brittleness, intrinsic variability, energy dissipation and stiffness degradation.
publishDate 2006
dc.date.none.fl_str_mv 2006
2006-01-01T00:00:00Z
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/1822/6875
url http://hdl.handle.net/1822/6875
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv "Materials and Structures". ISSN 1359-5997. 39:2 (2006) 219-227.
1359-5997
10.1617/s11527-005-9050-3
http://www.springerlink.com/content/1359-5997
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 RILEM
publisher.none.fl_str_mv RILEM
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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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
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