Wave reflection at the end of a waveguide supported by a nonlinear spring

Detalhes bibliográficos
Autor(a) principal: Brennan, M. J. [UNESP]
Data de Publicação: 2014
Outros Autores: Manconi, E., Tang, B., Lopes Jr., V. [UNESP]
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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spelling 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