Wave reflection at the end of a waveguide supported by a nonlinear spring
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://paginas.fe.up.pt/~eurodyn2014/CD/program.html http://hdl.handle.net/11449/130365 |
Resumo: | The way in which a nonlinear spring affects the reflection coefficients at the end of a rod and a beam is investigated in this paper. The specific type of nonlinearity considered is of the hardening and softening Duffing-type, which has both linear and cubic stiffness. The magnitudes and the phases of the reflection coefficients for longitudinal and flexural waves are determined. This is achieved by using the harmonic balance approach and the results are verified by comparing the incoming and the outgoing power from the boundary. It is shown that the main effect of the nonlinearity is to change the phase, except in the case of an incident evanescent wave when there is also a jump in the magnitude of the reflection coefficient. In addition, when the nonlinearity is of the softening type, a jump phenomenon occurs in the reflection coefficients. |
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Repositório Institucional da UNESP |
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Wave reflection at the end of a waveguide supported by a nonlinear springWave motionNonlinear stiffness boundaryThe way in which a nonlinear spring affects the reflection coefficients at the end of a rod and a beam is investigated in this paper. The specific type of nonlinearity considered is of the hardening and softening Duffing-type, which has both linear and cubic stiffness. The magnitudes and the phases of the reflection coefficients for longitudinal and flexural waves are determined. This is achieved by using the harmonic balance approach and the results are verified by comparing the incoming and the outgoing power from the boundary. It is shown that the main effect of the nonlinearity is to change the phase, except in the case of an incident evanescent wave when there is also a jump in the magnitude of the reflection coefficient. In addition, when the nonlinearity is of the softening type, a jump phenomenon occurs in the reflection coefficients.Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Department of Industrial Eng., University of Parma, Parma, Italy.Institute of Internal Combustion Engine, Dalian University of Technology, Dalian 116023, China.UNESP, Departamento de Engenharia Mecância, Ilha Solteira, SP, Brazil.FAPESP: 2012/17497-2CNPq: 374706/2012-3European Assoc Structural DynamicsUniversidade Estadual Paulista (Unesp)University of ParmaDalian University of TechnologyBrennan, M. J. [UNESP]Manconi, E.Tang, B.Lopes Jr., V. [UNESP]2015-11-03T18:25:36Z2015-11-03T18:25:36Z2014-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject2019-2025http://paginas.fe.up.pt/~eurodyn2014/CD/program.htmlEurodyn 2014: Ix International Conference On Structural Dynamics. Munich: European Assoc Structural Dynamics, p. 2019-2025, 2014.2311-9020http://hdl.handle.net/11449/130365WOS:0003547866020853283762683761655Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengEurodyn 2014: Ix International Conference On Structural Dynamics0,165info:eu-repo/semantics/openAccess2024-07-04T20:06:42Zoai:repositorio.unesp.br:11449/130365Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T20:57:31.663522Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
title |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
spellingShingle |
Wave reflection at the end of a waveguide supported by a nonlinear spring Brennan, M. J. [UNESP] Wave motion Nonlinear stiffness boundary |
title_short |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
title_full |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
title_fullStr |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
title_full_unstemmed |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
title_sort |
Wave reflection at the end of a waveguide supported by a nonlinear spring |
author |
Brennan, M. J. [UNESP] |
author_facet |
Brennan, M. J. [UNESP] Manconi, E. Tang, B. Lopes Jr., V. [UNESP] |
author_role |
author |
author2 |
Manconi, E. Tang, B. Lopes Jr., V. [UNESP] |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) University of Parma Dalian University of Technology |
dc.contributor.author.fl_str_mv |
Brennan, M. J. [UNESP] Manconi, E. Tang, B. Lopes Jr., V. [UNESP] |
dc.subject.por.fl_str_mv |
Wave motion Nonlinear stiffness boundary |
topic |
Wave motion Nonlinear stiffness boundary |
description |
The way in which a nonlinear spring affects the reflection coefficients at the end of a rod and a beam is investigated in this paper. The specific type of nonlinearity considered is of the hardening and softening Duffing-type, which has both linear and cubic stiffness. The magnitudes and the phases of the reflection coefficients for longitudinal and flexural waves are determined. This is achieved by using the harmonic balance approach and the results are verified by comparing the incoming and the outgoing power from the boundary. It is shown that the main effect of the nonlinearity is to change the phase, except in the case of an incident evanescent wave when there is also a jump in the magnitude of the reflection coefficient. In addition, when the nonlinearity is of the softening type, a jump phenomenon occurs in the reflection coefficients. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-01-01 2015-11-03T18:25:36Z 2015-11-03T18:25:36Z |
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 |
http://paginas.fe.up.pt/~eurodyn2014/CD/program.html Eurodyn 2014: Ix International Conference On Structural Dynamics. Munich: European Assoc Structural Dynamics, p. 2019-2025, 2014. 2311-9020 http://hdl.handle.net/11449/130365 WOS:000354786602085 3283762683761655 |
url |
http://paginas.fe.up.pt/~eurodyn2014/CD/program.html http://hdl.handle.net/11449/130365 |
identifier_str_mv |
Eurodyn 2014: Ix International Conference On Structural Dynamics. Munich: European Assoc Structural Dynamics, p. 2019-2025, 2014. 2311-9020 WOS:000354786602085 3283762683761655 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Eurodyn 2014: Ix International Conference On Structural Dynamics 0,165 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
2019-2025 |
dc.publisher.none.fl_str_mv |
European Assoc Structural Dynamics |
publisher.none.fl_str_mv |
European Assoc Structural Dynamics |
dc.source.none.fl_str_mv |
Web of Science 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_ |
1808129268015693824 |