Análise dinâmica não-linear de uma membrana hiperelástica esférica

Detalhes bibliográficos
Autor(a) principal: Amaral, Pedro Felipe Tavares do
Data de Publicação: 2018
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tede/8420
Resumo: In the present work, studies about the nonlinear static and dynamic behavior of a spherical membrane are presented. This membrane is composed by a hyperelastic, incompressible homogeneous and isotropic material, which is defined by either of the two distinct constitutive models: Mooney-Rivlin or the Neo-Hookean model. The equilibrium equations are obtained from the large-strain theory, by utilizing a variational formulation and by subjecting the membrane to an uniformly distributed internal radial pressure differential. From the nonlinear static analysis, internal membrane tensions and strains are obtained. From the dynamic analysis, the frequency-amplitude relation, the linear stability analysis, the time response, bifurcation diagrams, resonance curves and basins of attraction are obtained. As a first step, there is an analysis on a membrane composed by the same experimental material, which is described by the two different constitutive models presented in this work. It is observed that the dynamic responses are considerably distinct, due to the difference between the geometrical nonlinearities that each constitutive model insert on the equilibrium equation. The Neo-Hookean model has a lower pre-stretching limit, and its attraction basins are more eroded and irregular than the Mooney-Rivlin, that is still stable on regions of larger vibration amplitudes. Then, the influence of the Mooney-Rivlin parameter (α) is evaluated, and it is found that this parameter is the main source of the differences between the constitutive models, modifying the stability, nonlinear vibrations and also influencing on the loss or gain of the global rigidity of the membrane.
id UFG-2_59c367c038d260b909174f56a6162b86
oai_identifier_str oai:repositorio.bc.ufg.br:tede/8420
network_acronym_str UFG-2
network_name_str Repositório Institucional da UFG
repository_id_str
spelling Soares, Renata MachadoSilva, Frederico Martins Alves dahttp://lattes.cnpq.br/9929132527197884Soares, Renata MachadoPrado, Zenón José Guzmán Nunez delGavassoni Neto, Elvídiohttp://lattes.cnpq.br/4981481919612586Amaral, Pedro Felipe Tavares do2018-05-03T13:20:55Z2018-02-05AMARAL, P. F. T. Análise dinâmica não-linear de uma membrana hiperelástica esférica. 2018. 88 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018.http://repositorio.bc.ufg.br/tede/handle/tede/8420In the present work, studies about the nonlinear static and dynamic behavior of a spherical membrane are presented. This membrane is composed by a hyperelastic, incompressible homogeneous and isotropic material, which is defined by either of the two distinct constitutive models: Mooney-Rivlin or the Neo-Hookean model. The equilibrium equations are obtained from the large-strain theory, by utilizing a variational formulation and by subjecting the membrane to an uniformly distributed internal radial pressure differential. From the nonlinear static analysis, internal membrane tensions and strains are obtained. From the dynamic analysis, the frequency-amplitude relation, the linear stability analysis, the time response, bifurcation diagrams, resonance curves and basins of attraction are obtained. As a first step, there is an analysis on a membrane composed by the same experimental material, which is described by the two different constitutive models presented in this work. It is observed that the dynamic responses are considerably distinct, due to the difference between the geometrical nonlinearities that each constitutive model insert on the equilibrium equation. The Neo-Hookean model has a lower pre-stretching limit, and its attraction basins are more eroded and irregular than the Mooney-Rivlin, that is still stable on regions of larger vibration amplitudes. Then, the influence of the Mooney-Rivlin parameter (α) is evaluated, and it is found that this parameter is the main source of the differences between the constitutive models, modifying the stability, nonlinear vibrations and also influencing on the loss or gain of the global rigidity of the membrane.Neste trabalho são apresentados estudos dos comportamentos não lineares, estático e dinâmico, de uma membrana de geometria esférica composta por um material hiperelástico, incompressível, homogêneo e isotrópico definido por um entre esses dois modelos constitutivos: Mooney-Rivlin ou Neo-Hookeano. As equações de equilíbrio são obtidas a partir da teoria de grandes deformações, utilizando uma formulação variacional e considerando a membrana esférica submetida a uma pressão interna na direção radial uniformemente distribuída. A partir da análise não linear estática, encontram-se as tensões e as extensões radiais da membrana e da análise dinâmica obtêm-se as relações frequência-amplitude, a análise não linear da estabilidade, as respostas no tempo, os diagramas de bifurcação, as curvas de ressonância e as bacias de atração da membrana. Primeiramente, analisa-se a membrana composta por um mesmo material experimental e descrita pelos dois modelos hiperelásticos avaliados nesta dissertação. Observa-se que as respostas dinâmicas são consideravelmente distintas entre si devido à diferença entre as não linearidades geométricas que cada modelo constitutivo insere na equação de equilíbrio, sendo que o modelo Neo-Hookeano apresenta menor limite de pré-carregamento com bacias de atração mais erodidas e menos uniformes quando comparado ao modelo de Mooney-Rivlin, que ainda apresenta estabilidade em regiões de maior amplitude de vibração. Posteriormente, avalia-se a influência do parâmetro do material do tipo Mooney-Rivlin (α), que é a principal fonte das diferenças entre os modelos constitutivos, na estabilidade e nas vibrações não lineares da membrana esférica, observando-se que o parâmetro influência na perda ou no ganho de rigidez global do problema.Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2018-05-03T11:57:05Z No. of bitstreams: 2 Dissertação - Pedro Felipe Tavares do Amaral - 2018.pdf: 5863877 bytes, checksum: 084454dc18411f245114eb910cfa2474 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2018-05-03T13:20:55Z (GMT) No. of bitstreams: 2 Dissertação - Pedro Felipe Tavares do Amaral - 2018.pdf: 5863877 bytes, checksum: 084454dc18411f245114eb910cfa2474 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Made available in DSpace on 2018-05-03T13:20:55Z (GMT). No. of bitstreams: 2 Dissertação - Pedro Felipe Tavares do Amaral - 2018.pdf: 5863877 bytes, checksum: 084454dc18411f245114eb910cfa2474 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Previous issue date: 2018-02-05Coordenação 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/openAccessMembrana esféricaMaterial hiperelásticoMooney-RivlinAnálise de estabilidadeAnálise dinâmicaSpherical MembraneHyperelastic materialMooney-RivlinDynamic analysisStability analysisENGENHARIA CIVIL::ESTRUTURASAnálise dinâmica não-linear de uma membrana hiperelástica esféricaNonlinear dynamic analysis of a hyperelastic spherical membraneinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis691532242212822210460060060060072408725162631558579624141330135186212075167498588264571reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGORIGINALDissertação - Pedro Felipe Tavares do Amaral - 2018.pdfDissertação - Pedro Felipe Tavares do Amaral - 2018.pdfapplication/pdf5863877http://repositorio.bc.ufg.br/tede/bitstreams/43811797-b2ee-46de-a12b-d971f9196c7e/download084454dc18411f245114eb910cfa2474MD55LICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://repositorio.bc.ufg.br/tede/bitstreams/b97258fd-ad12-447e-a521-ab926123f067/downloadbd3efa91386c1718a7f26a329fdcb468MD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.bc.ufg.br/tede/bitstreams/0b77f37e-0f37-49ac-bbac-af2c0ef3c8c7/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-80http://repositorio.bc.ufg.br/tede/bitstreams/0337254a-50f5-4955-ad25-815fcdad0b59/downloadd41d8cd98f00b204e9800998ecf8427eMD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-80http://repositorio.bc.ufg.br/tede/bitstreams/d4c8d6d1-6bb0-4b5f-868c-b27e9b4f29c8/downloadd41d8cd98f00b204e9800998ecf8427eMD54tede/84202018-05-03 10:20:55.792http://creativecommons.org/licenses/by-nc-nd/4.0/Acesso Abertoopen.accessoai:repositorio.bc.ufg.br:tede/8420http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2018-05-03T13:20:55Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)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
dc.title.eng.fl_str_mv Análise dinâmica não-linear de uma membrana hiperelástica esférica
dc.title.alternative.eng.fl_str_mv Nonlinear dynamic analysis of a hyperelastic spherical membrane
title Análise dinâmica não-linear de uma membrana hiperelástica esférica
spellingShingle Análise dinâmica não-linear de uma membrana hiperelástica esférica
Amaral, Pedro Felipe Tavares do
Membrana esférica
Material hiperelástico
Mooney-Rivlin
Análise de estabilidade
Análise dinâmica
Spherical Membrane
Hyperelastic material
Mooney-Rivlin
Dynamic analysis
Stability analysis
ENGENHARIA CIVIL::ESTRUTURAS
title_short Análise dinâmica não-linear de uma membrana hiperelástica esférica
title_full Análise dinâmica não-linear de uma membrana hiperelástica esférica
title_fullStr Análise dinâmica não-linear de uma membrana hiperelástica esférica
title_full_unstemmed Análise dinâmica não-linear de uma membrana hiperelástica esférica
title_sort Análise dinâmica não-linear de uma membrana hiperelástica esférica
author Amaral, Pedro Felipe Tavares do
author_facet Amaral, Pedro Felipe Tavares do
author_role author
dc.contributor.advisor1.fl_str_mv Soares, Renata Machado
dc.contributor.advisor-co1.fl_str_mv Silva, Frederico Martins Alves da
dc.contributor.advisor-co1Lattes.fl_str_mv http://lattes.cnpq.br/9929132527197884
dc.contributor.referee1.fl_str_mv Soares, Renata Machado
dc.contributor.referee2.fl_str_mv Prado, Zenón José Guzmán Nunez del
dc.contributor.referee3.fl_str_mv Gavassoni Neto, Elvídio
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4981481919612586
dc.contributor.author.fl_str_mv Amaral, Pedro Felipe Tavares do
contributor_str_mv Soares, Renata Machado
Silva, Frederico Martins Alves da
Soares, Renata Machado
Prado, Zenón José Guzmán Nunez del
Gavassoni Neto, Elvídio
dc.subject.por.fl_str_mv Membrana esférica
Material hiperelástico
Mooney-Rivlin
Análise de estabilidade
Análise dinâmica
topic Membrana esférica
Material hiperelástico
Mooney-Rivlin
Análise de estabilidade
Análise dinâmica
Spherical Membrane
Hyperelastic material
Mooney-Rivlin
Dynamic analysis
Stability analysis
ENGENHARIA CIVIL::ESTRUTURAS
dc.subject.eng.fl_str_mv Spherical Membrane
Hyperelastic material
Mooney-Rivlin
Dynamic analysis
Stability analysis
dc.subject.cnpq.fl_str_mv ENGENHARIA CIVIL::ESTRUTURAS
description In the present work, studies about the nonlinear static and dynamic behavior of a spherical membrane are presented. This membrane is composed by a hyperelastic, incompressible homogeneous and isotropic material, which is defined by either of the two distinct constitutive models: Mooney-Rivlin or the Neo-Hookean model. The equilibrium equations are obtained from the large-strain theory, by utilizing a variational formulation and by subjecting the membrane to an uniformly distributed internal radial pressure differential. From the nonlinear static analysis, internal membrane tensions and strains are obtained. From the dynamic analysis, the frequency-amplitude relation, the linear stability analysis, the time response, bifurcation diagrams, resonance curves and basins of attraction are obtained. As a first step, there is an analysis on a membrane composed by the same experimental material, which is described by the two different constitutive models presented in this work. It is observed that the dynamic responses are considerably distinct, due to the difference between the geometrical nonlinearities that each constitutive model insert on the equilibrium equation. The Neo-Hookean model has a lower pre-stretching limit, and its attraction basins are more eroded and irregular than the Mooney-Rivlin, that is still stable on regions of larger vibration amplitudes. Then, the influence of the Mooney-Rivlin parameter (α) is evaluated, and it is found that this parameter is the main source of the differences between the constitutive models, modifying the stability, nonlinear vibrations and also influencing on the loss or gain of the global rigidity of the membrane.
publishDate 2018
dc.date.accessioned.fl_str_mv 2018-05-03T13:20:55Z
dc.date.issued.fl_str_mv 2018-02-05
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 AMARAL, P. F. T. Análise dinâmica não-linear de uma membrana hiperelástica esférica. 2018. 88 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tede/8420
identifier_str_mv AMARAL, P. F. T. Análise dinâmica não-linear de uma membrana hiperelástica esférica. 2018. 88 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018.
url http://repositorio.bc.ufg.br/tede/handle/tede/8420
dc.language.iso.fl_str_mv por
language por
dc.relation.program.fl_str_mv 6915322422128222104
dc.relation.confidence.fl_str_mv 600
600
600
600
dc.relation.department.fl_str_mv 724087251626315585
dc.relation.cnpq.fl_str_mv 7962414133013518621
dc.relation.sponsorship.fl_str_mv 2075167498588264571
dc.rights.driver.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Goiás
dc.publisher.program.fl_str_mv Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)
dc.publisher.initials.fl_str_mv UFG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Escola de Engenharia Civil - EEC (RG)
publisher.none.fl_str_mv Universidade Federal de Goiás
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFG
instname:Universidade Federal de Goiás (UFG)
instacron:UFG
instname_str Universidade Federal de Goiás (UFG)
instacron_str UFG
institution UFG
reponame_str Repositório Institucional da UFG
collection Repositório Institucional da UFG
bitstream.url.fl_str_mv http://repositorio.bc.ufg.br/tede/bitstreams/43811797-b2ee-46de-a12b-d971f9196c7e/download
http://repositorio.bc.ufg.br/tede/bitstreams/b97258fd-ad12-447e-a521-ab926123f067/download
http://repositorio.bc.ufg.br/tede/bitstreams/0b77f37e-0f37-49ac-bbac-af2c0ef3c8c7/download
http://repositorio.bc.ufg.br/tede/bitstreams/0337254a-50f5-4955-ad25-815fcdad0b59/download
http://repositorio.bc.ufg.br/tede/bitstreams/d4c8d6d1-6bb0-4b5f-868c-b27e9b4f29c8/download
bitstream.checksum.fl_str_mv 084454dc18411f245114eb910cfa2474
bd3efa91386c1718a7f26a329fdcb468
4afdbb8c545fd630ea7db775da747b2f
d41d8cd98f00b204e9800998ecf8427e
d41d8cd98f00b204e9800998ecf8427e
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)
repository.mail.fl_str_mv tasesdissertacoes.bc@ufg.br
_version_ 1798044301751484416