Instabilidade dinâmica de cascas cilíndricas viscoelásticas
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFG |
Texto Completo: | http://repositorio.bc.ufg.br/tede/handle/tede/9759 |
Resumo: | Cylindrical shells are a type of structures that exhibit good mechanical behavior, such as, great load capacity and reserve strength, for this reason shells are widely used in several areas of engineering. Due to intrinsic advantages to this type of structures, researches in this field have been developed aiming the better understanding of the complex dynamic behavior of this kind of structures. Aiming the improvement of the better understanding of shell, in the present work is shown a study over the influence of viscoelasticity on the dynamic response of the structure by the introduction of the Kelvin-Voigt constitutive model; in addition, the shell is described by Donnell’s shallow shell theory. Using a numerical approach the partial differential equation is solved by the expansion of the transversal behavior in six modes then the Galerkin’s method is applied to obtain a system of differential equations that is solved by Runge-Kutta’s method. The study of the structure is done by means of some tools of dynamics such as time response, bifurcation diagrams, Poincaré maps, phase planes, resonance curve, parametric instability curve and basins of attraction. The results showed that the shell’s nonlinear behavior is strongly influenced by de viscoelastic dissipation parameter and that the stability of the shell is increased when the viscous forces are taking into account. |
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Prado, Zenón José Guzmán Delhttp://lattes.cnpq.br/7703344458057759Del Prado, Zenón José GuzmánSoares, Renata MachadoMorais, Marcus Vinicius Girão dehttp://lattes.cnpq.br/0014192601038841Martins, Nickollas Pereira2019-06-28T12:31:20Z2019-05-16MARTINS, N. P. Instabilidade dinâmica de cascas cilíndricas viscoelásticas. 2019. 116 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2019.http://repositorio.bc.ufg.br/tede/handle/tede/9759ark:/38995/00130000065znCylindrical shells are a type of structures that exhibit good mechanical behavior, such as, great load capacity and reserve strength, for this reason shells are widely used in several areas of engineering. Due to intrinsic advantages to this type of structures, researches in this field have been developed aiming the better understanding of the complex dynamic behavior of this kind of structures. Aiming the improvement of the better understanding of shell, in the present work is shown a study over the influence of viscoelasticity on the dynamic response of the structure by the introduction of the Kelvin-Voigt constitutive model; in addition, the shell is described by Donnell’s shallow shell theory. Using a numerical approach the partial differential equation is solved by the expansion of the transversal behavior in six modes then the Galerkin’s method is applied to obtain a system of differential equations that is solved by Runge-Kutta’s method. The study of the structure is done by means of some tools of dynamics such as time response, bifurcation diagrams, Poincaré maps, phase planes, resonance curve, parametric instability curve and basins of attraction. The results showed that the shell’s nonlinear behavior is strongly influenced by de viscoelastic dissipation parameter and that the stability of the shell is increased when the viscous forces are taking into account.Cascas cilíndricas são estruturas que apresentam boas propriedades mecânicas como, grande capacidade de carga e reserva de resistência, por esse motivo as cascas são amplamente utilizadas em várias áreas da engenharia. Devido às vantagens intrínsecas a esse tipo de estrutura, têm sido realizadas pesquisas visando o melhor entendimento do complexo comportamento dinâmico das cascas. A fim de contribuir para melhor compreensão do comportamento das cascas, nesse trabalho é apresentado o estudo dos efeitos de esforços viscosos no comportamento dinâmico desse tipo de estrutura por meio da introdução do modelo constitutivo viscoelástico de Kelvin-Voigt, sendo a casca descrita pela teoria não linear de Donnell para cascas abatidas. Faz-se uma abordagem numérica do problema resolvendo-se a equação diferencial parcial por meio da expansão dos deslocamentos transversais com seis graus de liberdade e aplica-se a o método de Galerkin para obtenção do sistema de equações diferenciais e por meio do método de Runge-Kutta resolve-se o sistema. O estudo do comportamento da estrutura é feito por meio de ferramentas da dinâmica como a resposta no tempo, diagramas de bifurcação, mapa de Poincaré, planos fase, curvas de ressonância, curva de instabilidade paramétrica e bacias de atração. Dos resultados obtidos observa-se que o comportamento não linear dinâmico da casca é fortemente influenciado pelo parâmetro de dissipação viscoelástico e que a inclusão dos esforços viscosos aumenta a estabilidade da estrutura.Submitted by Ana Caroline Costa (ana_caroline212@hotmail.com) on 2019-06-27T18:42:20Z No. of bitstreams: 2 Dissertação - Nickollas Pereira Martins - 2019.pdf: 5053949 bytes, checksum: e7ee2239af79f924f485f9d8be292347 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2019-06-28T12:31:20Z (GMT) No. of bitstreams: 2 Dissertação - Nickollas Pereira Martins - 2019.pdf: 5053949 bytes, checksum: e7ee2239af79f924f485f9d8be292347 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Made available in DSpace on 2019-06-28T12:31:20Z (GMT). No. of bitstreams: 2 Dissertação - Nickollas Pereira Martins - 2019.pdf: 5053949 bytes, checksum: e7ee2239af79f924f485f9d8be292347 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Previous issue date: 2019-05-16Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfporUniversidade Federal de GoiásPrograma de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)UFGBrasilEscola de Engenharia Civil - EEC (RG)http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessCascas cilíndricasInstabilidade dinâmicaModelo Kelvin-VoigtCylindrical shelsViscoelastic materialDynamic instabilityKelvin-Voigt modelENGENHARIA CIVIL::ESTRUTURASInstabilidade dinâmica de cascas cilíndricas viscoelásticasDynamic instability of viscoelastic cylindrical shellsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis691532242212822210460060060060072408725162631558579624141330135186212075167498588264571reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGLICENSElicense.txtlicense.txttext/plain; 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dc.title.eng.fl_str_mv |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
dc.title.alternative.eng.fl_str_mv |
Dynamic instability of viscoelastic cylindrical shells |
title |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
spellingShingle |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas Martins, Nickollas Pereira Cascas cilíndricas Instabilidade dinâmica Modelo Kelvin-Voigt Cylindrical shels Viscoelastic material Dynamic instability Kelvin-Voigt model ENGENHARIA CIVIL::ESTRUTURAS |
title_short |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
title_full |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
title_fullStr |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
title_full_unstemmed |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
title_sort |
Instabilidade dinâmica de cascas cilíndricas viscoelásticas |
author |
Martins, Nickollas Pereira |
author_facet |
Martins, Nickollas Pereira |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Prado, Zenón José Guzmán Del |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/7703344458057759 |
dc.contributor.referee1.fl_str_mv |
Del Prado, Zenón José Guzmán |
dc.contributor.referee2.fl_str_mv |
Soares, Renata Machado |
dc.contributor.referee3.fl_str_mv |
Morais, Marcus Vinicius Girão de |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/0014192601038841 |
dc.contributor.author.fl_str_mv |
Martins, Nickollas Pereira |
contributor_str_mv |
Prado, Zenón José Guzmán Del Del Prado, Zenón José Guzmán Soares, Renata Machado Morais, Marcus Vinicius Girão de |
dc.subject.por.fl_str_mv |
Cascas cilíndricas Instabilidade dinâmica Modelo Kelvin-Voigt |
topic |
Cascas cilíndricas Instabilidade dinâmica Modelo Kelvin-Voigt Cylindrical shels Viscoelastic material Dynamic instability Kelvin-Voigt model ENGENHARIA CIVIL::ESTRUTURAS |
dc.subject.eng.fl_str_mv |
Cylindrical shels Viscoelastic material Dynamic instability Kelvin-Voigt model |
dc.subject.cnpq.fl_str_mv |
ENGENHARIA CIVIL::ESTRUTURAS |
description |
Cylindrical shells are a type of structures that exhibit good mechanical behavior, such as, great load capacity and reserve strength, for this reason shells are widely used in several areas of engineering. Due to intrinsic advantages to this type of structures, researches in this field have been developed aiming the better understanding of the complex dynamic behavior of this kind of structures. Aiming the improvement of the better understanding of shell, in the present work is shown a study over the influence of viscoelasticity on the dynamic response of the structure by the introduction of the Kelvin-Voigt constitutive model; in addition, the shell is described by Donnell’s shallow shell theory. Using a numerical approach the partial differential equation is solved by the expansion of the transversal behavior in six modes then the Galerkin’s method is applied to obtain a system of differential equations that is solved by Runge-Kutta’s method. The study of the structure is done by means of some tools of dynamics such as time response, bifurcation diagrams, Poincaré maps, phase planes, resonance curve, parametric instability curve and basins of attraction. The results showed that the shell’s nonlinear behavior is strongly influenced by de viscoelastic dissipation parameter and that the stability of the shell is increased when the viscous forces are taking into account. |
publishDate |
2019 |
dc.date.accessioned.fl_str_mv |
2019-06-28T12:31:20Z |
dc.date.issued.fl_str_mv |
2019-05-16 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
MARTINS, N. P. Instabilidade dinâmica de cascas cilíndricas viscoelásticas. 2019. 116 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2019. |
dc.identifier.uri.fl_str_mv |
http://repositorio.bc.ufg.br/tede/handle/tede/9759 |
dc.identifier.dark.fl_str_mv |
ark:/38995/00130000065zn |
identifier_str_mv |
MARTINS, N. P. Instabilidade dinâmica de cascas cilíndricas viscoelásticas. 2019. 116 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2019. ark:/38995/00130000065zn |
url |
http://repositorio.bc.ufg.br/tede/handle/tede/9759 |
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por |
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por |
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724087251626315585 |
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7962414133013518621 |
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2075167498588264571 |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
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application/pdf |
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Universidade Federal de Goiás |
dc.publisher.program.fl_str_mv |
Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC) |
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UFG |
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Brasil |
dc.publisher.department.fl_str_mv |
Escola de Engenharia Civil - EEC (RG) |
publisher.none.fl_str_mv |
Universidade Federal de Goiás |
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