Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar
Autor(a) principal: | |
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Data de Publicação: | 2014 |
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/1822/31311 |
Resumo: | The usage of general mortar for embedding and partially filling of units in 12 masonry prisms is evaluated through compressive tests. Filled and unfilled prisms were 13 tested in order to verify the differences on their compressive behavior. Four mortar 14 mixes with three water/cement ratios for each mix were used in tests. Results indicated 15 small differences between filled and unfilled masonry prisms. Mortar had a small 16 influence in the compressive strength of the masonry. However, a more significant 17 influence could be observed on secant elastic modulus, compressive fracture energy and 18 deformations of masonry prisms. Besides, an analytical model to represent the stress vs. 19 strain diagram of masonry prisms is proposed. The analytical model depends on the 20 compressive strength of mortar and masonry prism. Furthermore, results indicated that 21 the usage of general mortar for embedding and filling masonry prisms can be a solution 22 in terms of building technology. |
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Assessment of compressive behavior of concrete masonry prisms partially filled by general mortarCompressionStress strain relationsMortarMasonryEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThe usage of general mortar for embedding and partially filling of units in 12 masonry prisms is evaluated through compressive tests. Filled and unfilled prisms were 13 tested in order to verify the differences on their compressive behavior. Four mortar 14 mixes with three water/cement ratios for each mix were used in tests. Results indicated 15 small differences between filled and unfilled masonry prisms. Mortar had a small 16 influence in the compressive strength of the masonry. However, a more significant 17 influence could be observed on secant elastic modulus, compressive fracture energy and 18 deformations of masonry prisms. Besides, an analytical model to represent the stress vs. 19 strain diagram of masonry prisms is proposed. The analytical model depends on the 20 compressive strength of mortar and masonry prism. Furthermore, results indicated that 21 the usage of general mortar for embedding and filling masonry prisms can be a solution 22 in terms of building technology.This work was partly supported by the European Commission's DISWALL contract (Development of innovative systems for reinforced masonry walls - COOP-CT-2005-018120). The first author was supported by the Alssan Programme, the European Union Programme of High Level Scholarships for Latin America, Number E06D100148BR.American Society of Civil Engineers (ASCE)Universidade do MinhoHaach, V.Vasconcelos, GraçaLourenço, Paulo B.20142014-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/31311eng0899-156110.1061/(ASCE)MT.1943-5533.0000956info: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:RCAAP2023-07-21T12:46:06Zoai:repositorium.sdum.uminho.pt:1822/31311Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:44:04.153463Repositório 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 |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
title |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
spellingShingle |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar Haach, V. Compression Stress strain relations Mortar Masonry Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
title_full |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
title_fullStr |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
title_full_unstemmed |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
title_sort |
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar |
author |
Haach, V. |
author_facet |
Haach, V. Vasconcelos, Graça Lourenço, Paulo B. |
author_role |
author |
author2 |
Vasconcelos, Graça Lourenço, Paulo B. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Haach, V. Vasconcelos, Graça Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Compression Stress strain relations Mortar Masonry Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Compression Stress strain relations Mortar Masonry Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
The usage of general mortar for embedding and partially filling of units in 12 masonry prisms is evaluated through compressive tests. Filled and unfilled prisms were 13 tested in order to verify the differences on their compressive behavior. Four mortar 14 mixes with three water/cement ratios for each mix were used in tests. Results indicated 15 small differences between filled and unfilled masonry prisms. Mortar had a small 16 influence in the compressive strength of the masonry. However, a more significant 17 influence could be observed on secant elastic modulus, compressive fracture energy and 18 deformations of masonry prisms. Besides, an analytical model to represent the stress vs. 19 strain diagram of masonry prisms is proposed. The analytical model depends on the 20 compressive strength of mortar and masonry prism. Furthermore, results indicated that 21 the usage of general mortar for embedding and filling masonry prisms can be a solution 22 in terms of building technology. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014 2014-01-01T00:00:00Z |
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/1822/31311 |
url |
http://hdl.handle.net/1822/31311 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0899-1561 10.1061/(ASCE)MT.1943-5533.0000956 |
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 |
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1799133000310456320 |