Strengthening of three-leaf stone masonry walls: an experimental research

Detalhes bibliográficos
Autor(a) principal: Oliveira, Daniel V.
Data de Publicação: 2012
Outros Autores: Silva, Rui André Martins, Garbin, Enrico, 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/1822/21822
Resumo: The paper summarizes the results of an experimental research carried out on three-leaf masonry walls of typical granite stone constructions from the North of Portugal. The research aimed at studying the behaviour under compression of this wall typology, as well as the improvements introduced by common strengthening techniques applied for the structural rehabilitation of masonry heritage buildings. Ten masonry specimens were tested, plain or strengthened by transversal tying of the external leaves, with GFRP bars, or/and by injection of the inner leaf, with a lime-based grout. The results obtained showed that these strengthening techniques were successful in increasing the compressive strength of the walls and in improving their behaviour under compressive loads.
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spelling Strengthening of three-leaf stone masonry walls: an experimental researchThree-leaf wallsGranite masonryGrout injectionTransversal tyingScience & TechnologyThe paper summarizes the results of an experimental research carried out on three-leaf masonry walls of typical granite stone constructions from the North of Portugal. The research aimed at studying the behaviour under compression of this wall typology, as well as the improvements introduced by common strengthening techniques applied for the structural rehabilitation of masonry heritage buildings. Ten masonry specimens were tested, plain or strengthened by transversal tying of the external leaves, with GFRP bars, or/and by injection of the inner leaf, with a lime-based grout. The results obtained showed that these strengthening techniques were successful in increasing the compressive strength of the walls and in improving their behaviour under compressive loads.The authors would like to thank the technical staff of the Structural Laboratory of University of Minho for the help provided. Acknowledgements are also due to the companies Fradical, Mapei and Augusto de Oliveira Ferreira for providing raw materials and workmanship. Finally, the funding provided by the Portuguese Science and Technology Foundation, through the POCI/ECM/58987/2004 project, is gratefully acknowledged.SpringerUniversidade do MinhoOliveira, Daniel V.Silva, Rui André MartinsGarbin, EnricoLourenço, Paulo B.20122012-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/21822eng1359-599710.1617/s11527-012-9832-3info: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:RCAAP2023-07-21T12:23:33ZPortal AgregadorONG
dc.title.none.fl_str_mv Strengthening of three-leaf stone masonry walls: an experimental research
title Strengthening of three-leaf stone masonry walls: an experimental research
spellingShingle Strengthening of three-leaf stone masonry walls: an experimental research
Oliveira, Daniel V.
Three-leaf walls
Granite masonry
Grout injection
Transversal tying
Science & Technology
title_short Strengthening of three-leaf stone masonry walls: an experimental research
title_full Strengthening of three-leaf stone masonry walls: an experimental research
title_fullStr Strengthening of three-leaf stone masonry walls: an experimental research
title_full_unstemmed Strengthening of three-leaf stone masonry walls: an experimental research
title_sort Strengthening of three-leaf stone masonry walls: an experimental research
author Oliveira, Daniel V.
author_facet Oliveira, Daniel V.
Silva, Rui André Martins
Garbin, Enrico
Lourenço, Paulo B.
author_role author
author2 Silva, Rui André Martins
Garbin, Enrico
Lourenço, Paulo B.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Oliveira, Daniel V.
Silva, Rui André Martins
Garbin, Enrico
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Three-leaf walls
Granite masonry
Grout injection
Transversal tying
Science & Technology
topic Three-leaf walls
Granite masonry
Grout injection
Transversal tying
Science & Technology
description The paper summarizes the results of an experimental research carried out on three-leaf masonry walls of typical granite stone constructions from the North of Portugal. The research aimed at studying the behaviour under compression of this wall typology, as well as the improvements introduced by common strengthening techniques applied for the structural rehabilitation of masonry heritage buildings. Ten masonry specimens were tested, plain or strengthened by transversal tying of the external leaves, with GFRP bars, or/and by injection of the inner leaf, with a lime-based grout. The results obtained showed that these strengthening techniques were successful in increasing the compressive strength of the walls and in improving their behaviour under compressive loads.
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-01-01T00:00:00Z
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/1822/21822
url http://hdl.handle.net/1822/21822
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1359-5997
10.1617/s11527-012-9832-3
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 Springer
publisher.none.fl_str_mv Springer
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
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