Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório
Autor(a) principal: | |
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Data de Publicação: | 2002 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional Manancial UFSM |
Texto Completo: | http://repositorio.ufsm.br/handle/1/26774 |
Resumo: | Due to the great advantages that have been developed for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. This fact allowed a better identification of masonry’s structural behavior and also improved the experimental observation of the analytical processes adopted in the execution of structural projects. The prohibitive cost of full-scale testing has been taken into account. The study of reduced physical modeling in structural masonry through direct models brings simplifications to the tests procedures, allowing the study of more complex structural elements or even the analysis of the structures as a whole. This work studies also the behavior of units, prisms and wallettes, constructed with structural clay blocks at full and one-fifth scale specimens, in order to evaluate compressive and shear strengths as well as the relationship between prototypes and models. Due to the great advantages for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. The prohibitive cost of fullscale testing has been taken into account. In this work, axial and diagonal compression tests on clay blocks, prisms and wallettes are performed at full and one-fifth scale specimens, in order to obtain compressive and shear strengths. |
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2022-11-07T12:53:40Z2022-11-07T12:53:40Z2002-10-03http://repositorio.ufsm.br/handle/1/26774Due to the great advantages that have been developed for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. This fact allowed a better identification of masonry’s structural behavior and also improved the experimental observation of the analytical processes adopted in the execution of structural projects. The prohibitive cost of full-scale testing has been taken into account. The study of reduced physical modeling in structural masonry through direct models brings simplifications to the tests procedures, allowing the study of more complex structural elements or even the analysis of the structures as a whole. This work studies also the behavior of units, prisms and wallettes, constructed with structural clay blocks at full and one-fifth scale specimens, in order to evaluate compressive and shear strengths as well as the relationship between prototypes and models. Due to the great advantages for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. The prohibitive cost of fullscale testing has been taken into account. In this work, axial and diagonal compression tests on clay blocks, prisms and wallettes are performed at full and one-fifth scale specimens, in order to obtain compressive and shear strengths.Devido às grandes vantagens obtidas para o bom entendimento dos fenômenos que ocorrem nas estruturas, tem crescido, consideravelmente, o uso de modelos reduzidos na análise das mesmas, permitindo, assim, uma melhor visualização do comportamento estrutural e verificação experimental dos procedimentos analíticos adotados na resolução de projetos estruturais. O estudo da aplicação da modelagem física reduzida na alvenaria estrutural, através de modelos diretos, traz simplificações nos procedimentos de ensaios, permitindo, inclusive, o estudo de elementos estruturais mais complexos e mesmo a análise de estruturas como um todo. Estuda-se neste trabalho o comportamento de unidades, prismas e pequenas paredes, construídos com blocos cerâmicos estruturais em escalas, real e reduzida, nominalmente, de 1:5, para avaliar as relações entre protótipos e modelos. Foram realizados ensaios à compressão axial e diagonal, para obtenção das resistências à compressão simples e ao cisalhamento, em unidades (blocos), prismas de 2 e 3 fiadas e pequenas paredes de alvenaria.porUniversidade 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/openAccessModelos reduzidosConstrução em alvenariaCompressãoProtótiposAlvenaria estruturalCisalhamentoEngenharia CivilCNPQ::ENGENHARIAS::ENGENHARIA CIVILResistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratórioinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisCavalheiro, Odilon Pancarohttp://lattes.cnpq.br/6735108179899409Soares, José Mário DoleysRamires, Marcus Vinicius VeledaxCarpilovsky, Thais Falleiro3001000000036006006006006003cbe0dee-5f8c-49dd-b973-f19c615e8c82e9ed42b8-b2ac-4334-be8e-7d4575b7fee314f7b7b4-9719-493f-a68a-23089e9b44581b6e8b99-4951-4ae9-9455-b4fd6117a2ebreponame:Repositório Institucional Manancial UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMLICENSElicense.txtlicense.txttext/plain; charset=utf-81956http://repositorio.ufsm.br/bitstream/1/26774/3/license.txt2f0571ecee68693bd5cd3f17c1e075dfMD53ORIGINALDIS_PPGEC_2002_CARPILOVSKY_THAIS.pdfDIS_PPGEC_2002_CARPILOVSKY_THAIS.pdfDissertação de Mestradoapplication/pdf5376593http://repositorio.ufsm.br/bitstream/1/26774/1/DIS_PPGEC_2002_CARPILOVSKY_THAIS.pdf04bb2981a1641de4c532f4aee54bc8a7MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805http://repositorio.ufsm.br/bitstream/1/26774/2/license_rdf4460e5956bc1d1639be9ae6146a50347MD521/267742022-11-07 09:53:41.09oai:repositorio.ufsm.br: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ório Institucionalhttp://repositorio.ufsm.br/PUBhttp://repositorio.ufsm.br/oai/requestouvidoria@ufsm.bropendoar:39132022-11-07T12:53:41Repositório Institucional Manancial UFSM - Universidade Federal de Santa Maria (UFSM)false |
dc.title.por.fl_str_mv |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
title |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
spellingShingle |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório Carpilovsky, Thais Falleiro Modelos reduzidos Construção em alvenaria Compressão Protótipos Alvenaria estrutural Cisalhamento Engenharia Civil CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
title_short |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
title_full |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
title_fullStr |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
title_full_unstemmed |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
title_sort |
Resistência à compressão de unidades e elementos de alvenaria estrutural cerâmica em protótipo e modelo reduzido produzido em laboratório |
author |
Carpilovsky, Thais Falleiro |
author_facet |
Carpilovsky, Thais Falleiro |
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 |
Soares, José Mário Doleys |
dc.contributor.referee2.fl_str_mv |
Ramires, Marcus Vinicius Veleda |
dc.contributor.authorLattes.fl_str_mv |
x |
dc.contributor.author.fl_str_mv |
Carpilovsky, Thais Falleiro |
contributor_str_mv |
Cavalheiro, Odilon Pancaro Soares, José Mário Doleys Ramires, Marcus Vinicius Veleda |
dc.subject.por.fl_str_mv |
Modelos reduzidos Construção em alvenaria Compressão Protótipos Alvenaria estrutural Cisalhamento Engenharia Civil |
topic |
Modelos reduzidos Construção em alvenaria Compressão Protótipos Alvenaria estrutural Cisalhamento Engenharia Civil CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
dc.subject.cnpq.fl_str_mv |
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
description |
Due to the great advantages that have been developed for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. This fact allowed a better identification of masonry’s structural behavior and also improved the experimental observation of the analytical processes adopted in the execution of structural projects. The prohibitive cost of full-scale testing has been taken into account. The study of reduced physical modeling in structural masonry through direct models brings simplifications to the tests procedures, allowing the study of more complex structural elements or even the analysis of the structures as a whole. This work studies also the behavior of units, prisms and wallettes, constructed with structural clay blocks at full and one-fifth scale specimens, in order to evaluate compressive and shear strengths as well as the relationship between prototypes and models. Due to the great advantages for a better understanding of the complex behavior of masonry structures, the methodology of using small-scale direct modeling has increased. The prohibitive cost of fullscale testing has been taken into account. In this work, axial and diagonal compression tests on clay blocks, prisms and wallettes are performed at full and one-fifth scale specimens, in order to obtain compressive and shear strengths. |
publishDate |
2002 |
dc.date.issued.fl_str_mv |
2002-10-03 |
dc.date.accessioned.fl_str_mv |
2022-11-07T12:53:40Z |
dc.date.available.fl_str_mv |
2022-11-07T12:53:40Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
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masterThesis |
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publishedVersion |
dc.identifier.uri.fl_str_mv |
http://repositorio.ufsm.br/handle/1/26774 |
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http://repositorio.ufsm.br/handle/1/26774 |
dc.language.iso.fl_str_mv |
por |
language |
por |
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300100000003 |
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600 600 600 600 600 |
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3cbe0dee-5f8c-49dd-b973-f19c615e8c82 e9ed42b8-b2ac-4334-be8e-7d4575b7fee3 14f7b7b4-9719-493f-a68a-23089e9b4458 1b6e8b99-4951-4ae9-9455-b4fd6117a2eb |
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Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
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Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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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 |
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