Influência do graute na alvenaria estrutural cerâmica

Detalhes bibliográficos
Ano de defesa: 2003
Autor(a) principal: Arantes, César Augusto lattes
Orientador(a): Cavalheiro, Odilon Pancaro lattes
Banca de defesa: Ramires, Marcus Vinicius Veleda, Soares, José Mário Doleys
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal de Santa Maria
Centro de Tecnologia
Programa de Pós-Graduação: Programa de Pós-Graduação em Engenharia Civil
Departamento: Engenharia Civil
País: Brasil
Palavras-chave em Português:
Graute
Alvenaria estrutural
Engenharia civil
Cerâmica
Área do conhecimento CNPq:
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
Link de acesso: http://repositorio.ufsm.br/handle/1/26822
Resumo: An experimental study is carried out on running bond clay prisms subjected to axial compression for the influence of grout with a view to find out efficient grout proportions in order to enhance the capacity of masonry. With this purpose different parameters that affect the compressive strength (mortar type, grout strength and percentage of grouted cells) were used to the construction of the prisms. The specimens of three courses were tested at 0%, 33%, 50% and 100% of grouted cells for two different types of mortar, and three grouts. The results show that the compressive strengths of mortar and grout are not fully reflected in the strength of grouted prisms, but it is possible to achieve significant increases of strength mainly in the100% grouted cell prisms. This fact could be very attractive to unreiforced masonry design when more resistant blocks are required only in not many walls. In addition, elastic analysis utilizing finite element models were made to better explain the behavior of the grouted, partially grouted and ungrouted clay prisms.
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spelling 2022-11-10T12:06:01Z2022-11-10T12:06:01Z2003-02-27http://repositorio.ufsm.br/handle/1/26822An experimental study is carried out on running bond clay prisms subjected to axial compression for the influence of grout with a view to find out efficient grout proportions in order to enhance the capacity of masonry. With this purpose different parameters that affect the compressive strength (mortar type, grout strength and percentage of grouted cells) were used to the construction of the prisms. The specimens of three courses were tested at 0%, 33%, 50% and 100% of grouted cells for two different types of mortar, and three grouts. The results show that the compressive strengths of mortar and grout are not fully reflected in the strength of grouted prisms, but it is possible to achieve significant increases of strength mainly in the100% grouted cell prisms. This fact could be very attractive to unreiforced masonry design when more resistant blocks are required only in not many walls. In addition, elastic analysis utilizing finite element models were made to better explain the behavior of the grouted, partially grouted and ungrouted clay prisms.O objetivo deste trabalho é realizar um estudo da influência do componente graute, no aumento da capacidade de carga da alvenaria, visando conhecer melhor suas características através de ensaios mecânicos de prismas contrafiados não grauteados, parcialmente grauteados e totalmente grauteados. Para tanto, se buscou avaliar o comportamento do graute com a produção de prismas com variações de traços de argamassa, traços de graute e percentual de células grauteadas (furos dos blocos grauteados), que posteriormente foram rompidos, à compressão axial, dando origem a uma planilha de resultados médios. Esta planilha permite uma análise do comportamento do graute, visando a otimização do mesmo frente a variadas necessidades de projeto. Numa segunda fase, com base nos dados experimentais, fez-se uma análise numérica, por meio de elementos finitos, para avaliar o comportamento das tensões nas diversas combinações de componentes. Por fim, foram analisados os resultados experimentais e os obtidos na análise numérica gerando as conclusões do presente trabalho e as sugestões de trabalhos futuros.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESporUniversidade Federal de Santa MariaCentro de TecnologiaPrograma de Pós-Graduação em Engenharia CivilUFSMBrasilEngenharia CivilAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessGrauteAlvenaria estruturalEngenharia civilCerâmicaCNPQ::ENGENHARIAS::ENGENHARIA CIVILInfluência do graute na alvenaria estrutural cerâmicainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisCavalheiro, Odilon Pancarohttp://lattes.cnpq.br/6735108179899409Ramires, Marcus Vinicius VeledaSoares, José Mário Doleyshttp://lattes.cnpq.br/0516438045501002Arantes, César Augusto3001000000036006006006006003cbe0dee-5f8c-49dd-b973-f19c615e8c821b87c801-2282-498b-888a-332da45ffc38f0ded341-d2e6-4977-99e4-004fcbfb34f759d4976b-3508-4ec8-9046-6e9341f77df3reponame:Biblioteca Digital de Teses e Dissertações do UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805http://repositorio.ufsm.br/bitstream/1/26822/2/license_rdf4460e5956bc1d1639be9ae6146a50347MD52ORIGINALDIS_PPGEC_2003_ARANTES_CESAR.pdfDIS_PPGEC_2003_ARANTES_CESAR.pdfDissertação de Mestradoapplication/pdf2602837http://repositorio.ufsm.br/bitstream/1/26822/1/DIS_PPGEC_2003_ARANTES_CESAR.pdf545f49a94123af3d6113f2f243d04679MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81956http://repositorio.ufsm.br/bitstream/1/26822/3/license.txt2f0571ecee68693bd5cd3f17c1e075dfMD531/268222022-11-10 09:06:01.237oai:repositorio.ufsm.br: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 Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2022-11-10T12:06:01Biblioteca Digital de Teses e Dissertações do UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.por.fl_str_mv Influência do graute na alvenaria estrutural cerâmica
title Influência do graute na alvenaria estrutural cerâmica
spellingShingle Influência do graute na alvenaria estrutural cerâmica
Arantes, César Augusto
Graute
Alvenaria estrutural
Engenharia civil
Cerâmica
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Influência do graute na alvenaria estrutural cerâmica
title_full Influência do graute na alvenaria estrutural cerâmica
title_fullStr Influência do graute na alvenaria estrutural cerâmica
title_full_unstemmed Influência do graute na alvenaria estrutural cerâmica
title_sort Influência do graute na alvenaria estrutural cerâmica
author Arantes, César Augusto
author_facet Arantes, César Augusto
author_role author
dc.contributor.advisor1.fl_str_mv Cavalheiro, Odilon Pancaro
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/6735108179899409
dc.contributor.referee1.fl_str_mv Ramires, Marcus Vinicius Veleda
dc.contributor.referee2.fl_str_mv Soares, José Mário Doleys
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/0516438045501002
dc.contributor.author.fl_str_mv Arantes, César Augusto
contributor_str_mv Cavalheiro, Odilon Pancaro
Ramires, Marcus Vinicius Veleda
Soares, José Mário Doleys
dc.subject.por.fl_str_mv Graute
Alvenaria estrutural
Engenharia civil
Cerâmica
topic Graute
Alvenaria estrutural
Engenharia civil
Cerâmica
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description An experimental study is carried out on running bond clay prisms subjected to axial compression for the influence of grout with a view to find out efficient grout proportions in order to enhance the capacity of masonry. With this purpose different parameters that affect the compressive strength (mortar type, grout strength and percentage of grouted cells) were used to the construction of the prisms. The specimens of three courses were tested at 0%, 33%, 50% and 100% of grouted cells for two different types of mortar, and three grouts. The results show that the compressive strengths of mortar and grout are not fully reflected in the strength of grouted prisms, but it is possible to achieve significant increases of strength mainly in the100% grouted cell prisms. This fact could be very attractive to unreiforced masonry design when more resistant blocks are required only in not many walls. In addition, elastic analysis utilizing finite element models were made to better explain the behavior of the grouted, partially grouted and ungrouted clay prisms.
publishDate 2003
dc.date.issued.fl_str_mv 2003-02-27
dc.date.accessioned.fl_str_mv 2022-11-10T12:06:01Z
dc.date.available.fl_str_mv 2022-11-10T12:06:01Z
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url http://repositorio.ufsm.br/handle/1/26822
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dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
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rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Tecnologia
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Civil
dc.publisher.initials.fl_str_mv UFSM
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Engenharia Civil
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Centro de Tecnologia
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações do UFSM
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