Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/10773/28934 |
Resumo: | The main objective of this work is to present an experimental study on the use of textile reinforced mortar to improve the masonry infill walls out-of-plane behaviour. The experimental campaign comprises flexural strength tests parallel to the horizontal bed joints of 10 specimens made up of horizontal hollow clay bricks, five of them unstrengthened and the remaining five strengthened. Cantilever flexural strength tests were carried out. The efficiency of the strengthening was assessed and the effect of using a weak or strong textile mesh is analysed. The mechanical properties of the adopted materials are characterized and presented. The results are presented in terms of force-displacement responses and damages observed. From the tests, it was observed that the textile-reinforced mortars improved the flexural strength capacity until 3.93 times and the deformation capacity increased 2 times with a strong textile mesh. |
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Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortarMasonry infill wallsStrengtheningTextile-reinforced mortarOut-of-plane behaviourFlexural behaviorThe main objective of this work is to present an experimental study on the use of textile reinforced mortar to improve the masonry infill walls out-of-plane behaviour. The experimental campaign comprises flexural strength tests parallel to the horizontal bed joints of 10 specimens made up of horizontal hollow clay bricks, five of them unstrengthened and the remaining five strengthened. Cantilever flexural strength tests were carried out. The efficiency of the strengthening was assessed and the effect of using a weak or strong textile mesh is analysed. The mechanical properties of the adopted materials are characterized and presented. The results are presented in terms of force-displacement responses and damages observed. From the tests, it was observed that the textile-reinforced mortars improved the flexural strength capacity until 3.93 times and the deformation capacity increased 2 times with a strong textile mesh.Elsevier2020-07-22T16:55:01Z2022-01-31T00:00:00Z2021-01-01T00:00:00Z2021-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10773/28934eng2352-710210.1016/j.jobe.2020.101611Furtado, AndréRodrigues, HugoArêde, Antónioinfo:eu-repo/semantics/embargoedAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-17T04:05:18ZPortal AgregadorONG |
dc.title.none.fl_str_mv |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
title |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
spellingShingle |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar Furtado, André Masonry infill walls Strengthening Textile-reinforced mortar Out-of-plane behaviour Flexural behavior |
title_short |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
title_full |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
title_fullStr |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
title_full_unstemmed |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
title_sort |
Cantilever flexural strength tests of masonry infill walls strengthened with textile-reinforced mortar |
author |
Furtado, André |
author_facet |
Furtado, André Rodrigues, Hugo Arêde, António |
author_role |
author |
author2 |
Rodrigues, Hugo Arêde, António |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Furtado, André Rodrigues, Hugo Arêde, António |
dc.subject.por.fl_str_mv |
Masonry infill walls Strengthening Textile-reinforced mortar Out-of-plane behaviour Flexural behavior |
topic |
Masonry infill walls Strengthening Textile-reinforced mortar Out-of-plane behaviour Flexural behavior |
description |
The main objective of this work is to present an experimental study on the use of textile reinforced mortar to improve the masonry infill walls out-of-plane behaviour. The experimental campaign comprises flexural strength tests parallel to the horizontal bed joints of 10 specimens made up of horizontal hollow clay bricks, five of them unstrengthened and the remaining five strengthened. Cantilever flexural strength tests were carried out. The efficiency of the strengthening was assessed and the effect of using a weak or strong textile mesh is analysed. The mechanical properties of the adopted materials are characterized and presented. The results are presented in terms of force-displacement responses and damages observed. From the tests, it was observed that the textile-reinforced mortars improved the flexural strength capacity until 3.93 times and the deformation capacity increased 2 times with a strong textile mesh. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-07-22T16:55:01Z 2021-01-01T00:00:00Z 2021-01 2022-01-31T00:00:00Z |
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/10773/28934 |
url |
http://hdl.handle.net/10773/28934 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
2352-7102 10.1016/j.jobe.2020.101611 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/embargoedAccess |
eu_rights_str_mv |
embargoedAccess |
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 |
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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) |
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repository.mail.fl_str_mv |
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1777303560214544384 |