Dynamic analysis for different finite element models of beams with viscoelastic damping layer
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/178399 |
Resumo: | Many new viscoelastic materials have been developed recently to help improve noise and vibration levels in mechanical structures for applications in automobile and aeronautical industry. The viscoelastic layer treatment applied to solid metal structures modifies two main properties which are related to the mass distribution and the damping mechanism. The other property controlling the dynamics of a mechanical system is the stiffness that does not change much with the viscoelastic material. The model of such system is usually complex, because the viscoelastic material can exhibit nonlinear behavior, in contrast with the many available tools for linear dynamics. In this work, the dynamic behavior of sandwich beam is modeled by finite element method using different element types which are then compared with experimental results developed in the laboratory for various beams with different viscoelastic layer materials. The finite element model is them updated to help understand the effects in the damping for various natural frequencies and the trade-off between attenuation and the mass add to the structure. |
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Dynamic analysis for different finite element models of beams with viscoelastic damping layerDampingDynamicsFinite element method (FEM)Viscoelastic materialsMany new viscoelastic materials have been developed recently to help improve noise and vibration levels in mechanical structures for applications in automobile and aeronautical industry. The viscoelastic layer treatment applied to solid metal structures modifies two main properties which are related to the mass distribution and the damping mechanism. The other property controlling the dynamics of a mechanical system is the stiffness that does not change much with the viscoelastic material. The model of such system is usually complex, because the viscoelastic material can exhibit nonlinear behavior, in contrast with the many available tools for linear dynamics. In this work, the dynamic behavior of sandwich beam is modeled by finite element method using different element types which are then compared with experimental results developed in the laboratory for various beams with different viscoelastic layer materials. The finite element model is them updated to help understand the effects in the damping for various natural frequencies and the trade-off between attenuation and the mass add to the structure.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Pos-Graduate Program in Mechanical Eng. Faculty of Engineering of Bauru Universidade Estadual Paulista Júlio de Mesquita Filho - Unesp, Av. Eng. Luiz Edmundo C. Coube, 14-01Department of Mechanical Eng. Faculty of Engineering of Bauru Universidade Estadual Paulista Júlio de Mesquita Filho - Unesp, Av. Eng. Luiz Edmundo C. Coube, 14-01Pos-Graduate Program in Mechanical Eng. Faculty of Engineering of Bauru Universidade Estadual Paulista Júlio de Mesquita Filho - Unesp, Av. Eng. Luiz Edmundo C. Coube, 14-01Department of Mechanical Eng. Faculty of Engineering of Bauru Universidade Estadual Paulista Júlio de Mesquita Filho - Unesp, Av. Eng. Luiz Edmundo C. Coube, 14-01Universidade Estadual Paulista (Unesp)De Haro Silva, Lucas [UNESP]Santade, Fransber [UNESP]Gonçalves, Paulo José Paupitz [UNESP]Sousa, Edson Antônio Capello [UNESP]2018-12-11T17:30:07Z2018-12-11T17:30:07Z2014-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject1769-1773Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 1769-1773.2311-9020http://hdl.handle.net/11449/1783992-s2.0-8499446285656436355596433120000-0001-7983-5665Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengProceedings of the International Conference on Structural Dynamic , EURODYN0,165info:eu-repo/semantics/openAccess2024-06-28T13:55:20Zoai:repositorio.unesp.br:11449/178399Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:33:00.436160Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
title |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
spellingShingle |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer De Haro Silva, Lucas [UNESP] Damping Dynamics Finite element method (FEM) Viscoelastic materials |
title_short |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
title_full |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
title_fullStr |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
title_full_unstemmed |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
title_sort |
Dynamic analysis for different finite element models of beams with viscoelastic damping layer |
author |
De Haro Silva, Lucas [UNESP] |
author_facet |
De Haro Silva, Lucas [UNESP] Santade, Fransber [UNESP] Gonçalves, Paulo José Paupitz [UNESP] Sousa, Edson Antônio Capello [UNESP] |
author_role |
author |
author2 |
Santade, Fransber [UNESP] Gonçalves, Paulo José Paupitz [UNESP] Sousa, Edson Antônio Capello [UNESP] |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
De Haro Silva, Lucas [UNESP] Santade, Fransber [UNESP] Gonçalves, Paulo José Paupitz [UNESP] Sousa, Edson Antônio Capello [UNESP] |
dc.subject.por.fl_str_mv |
Damping Dynamics Finite element method (FEM) Viscoelastic materials |
topic |
Damping Dynamics Finite element method (FEM) Viscoelastic materials |
description |
Many new viscoelastic materials have been developed recently to help improve noise and vibration levels in mechanical structures for applications in automobile and aeronautical industry. The viscoelastic layer treatment applied to solid metal structures modifies two main properties which are related to the mass distribution and the damping mechanism. The other property controlling the dynamics of a mechanical system is the stiffness that does not change much with the viscoelastic material. The model of such system is usually complex, because the viscoelastic material can exhibit nonlinear behavior, in contrast with the many available tools for linear dynamics. In this work, the dynamic behavior of sandwich beam is modeled by finite element method using different element types which are then compared with experimental results developed in the laboratory for various beams with different viscoelastic layer materials. The finite element model is them updated to help understand the effects in the damping for various natural frequencies and the trade-off between attenuation and the mass add to the structure. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-01-01 2018-12-11T17:30:07Z 2018-12-11T17:30:07Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 1769-1773. 2311-9020 http://hdl.handle.net/11449/178399 2-s2.0-84994462856 5643635559643312 0000-0001-7983-5665 |
identifier_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN, v. 2014-January, p. 1769-1773. 2311-9020 2-s2.0-84994462856 5643635559643312 0000-0001-7983-5665 |
url |
http://hdl.handle.net/11449/178399 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Proceedings of the International Conference on Structural Dynamic , EURODYN 0,165 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
1769-1773 |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129436237692928 |