A nonlinear and non-ideal wind generator supporting structure

Detalhes bibliográficos
Autor(a) principal: Brasil, R. M. L. R. F.
Data de Publicação: 2006
Outros Autores: Feitosa, L. C. S., Balthazar, J. M. [UNESP], Keogh, P. S.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/195860
Resumo: We present a simple mathematical model of a wind turbine supporting tower. Here, the wind excitation is considered to be a non-ideal power source. In such a consideration, there is interaction between the energy supply and the motion of the supporting structure. If power is not enough, the rotation of the generator may get stuck at a resonance frequency of the structure. This is a manifestation of the so-called Sommerfeld Effect. In this model, at first, only two degrees of freedom are considered, the horizontal motion of the upper tip of the tower, in the transverse direction to the wind, and the generator rotation. Next, we add another degree of freedom, the motion of a free rolling mass inside a chamber. Its impact with the walls of the chamber provides control of both the amplitude of the tower vibration and the width of the band of frequencies in which the Sommerfeld effect occur. Some numerical simulations are performed using the equations of motion of the models obtained via a Lagrangian approach.
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spelling A nonlinear and non-ideal wind generator supporting structurewind turbinesnon-ideal power sourcesnon-linear dynamicsimpact damperWe present a simple mathematical model of a wind turbine supporting tower. Here, the wind excitation is considered to be a non-ideal power source. In such a consideration, there is interaction between the energy supply and the motion of the supporting structure. If power is not enough, the rotation of the generator may get stuck at a resonance frequency of the structure. This is a manifestation of the so-called Sommerfeld Effect. In this model, at first, only two degrees of freedom are considered, the horizontal motion of the upper tip of the tower, in the transverse direction to the wind, and the generator rotation. Next, we add another degree of freedom, the motion of a free rolling mass inside a chamber. Its impact with the walls of the chamber provides control of both the amplitude of the tower vibration and the width of the band of frequencies in which the Sommerfeld effect occur. Some numerical simulations are performed using the equations of motion of the models obtained via a Lagrangian approach.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Brazilian government research sponsoring agenciesUniv Sao Paulo, Polytech Sch, Dept Struct & Fdn Engn, BR-05508 Sao Paulo, BrazilUniv Estadual Paulista, IGCE, Dept Appl Math & Computat, Sao Paulo, BrazilUniv Estadual Paulista, IGCE, Dept Appl Math & Computat, Sao Paulo, BrazilTrans Tech Publications LtdUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Brasil, R. M. L. R. F.Feitosa, L. C. S.Balthazar, J. M. [UNESP]Keogh, P. S.2020-12-10T18:05:43Z2020-12-10T18:05:43Z2006-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject433-+Modern Practice In Stress And Vibration Analysis Vi, Proceedings. Durnten-zurich: Trans Tech Publications Ltd, v. 5-6, p. 433-+, 2006.1660-9336http://hdl.handle.net/11449/195860WOS:000241423300050Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengModern Practice In Stress And Vibration Analysis Vi, Proceedingsinfo:eu-repo/semantics/openAccess2021-10-23T12:19:09Zoai:repositorio.unesp.br:11449/195860Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462021-10-23T12:19:09Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv A nonlinear and non-ideal wind generator supporting structure
title A nonlinear and non-ideal wind generator supporting structure
spellingShingle A nonlinear and non-ideal wind generator supporting structure
Brasil, R. M. L. R. F.
wind turbines
non-ideal power sources
non-linear dynamics
impact damper
title_short A nonlinear and non-ideal wind generator supporting structure
title_full A nonlinear and non-ideal wind generator supporting structure
title_fullStr A nonlinear and non-ideal wind generator supporting structure
title_full_unstemmed A nonlinear and non-ideal wind generator supporting structure
title_sort A nonlinear and non-ideal wind generator supporting structure
author Brasil, R. M. L. R. F.
author_facet Brasil, R. M. L. R. F.
Feitosa, L. C. S.
Balthazar, J. M. [UNESP]
Keogh, P. S.
author_role author
author2 Feitosa, L. C. S.
Balthazar, J. M. [UNESP]
Keogh, P. S.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade de São Paulo (USP)
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Brasil, R. M. L. R. F.
Feitosa, L. C. S.
Balthazar, J. M. [UNESP]
Keogh, P. S.
dc.subject.por.fl_str_mv wind turbines
non-ideal power sources
non-linear dynamics
impact damper
topic wind turbines
non-ideal power sources
non-linear dynamics
impact damper
description We present a simple mathematical model of a wind turbine supporting tower. Here, the wind excitation is considered to be a non-ideal power source. In such a consideration, there is interaction between the energy supply and the motion of the supporting structure. If power is not enough, the rotation of the generator may get stuck at a resonance frequency of the structure. This is a manifestation of the so-called Sommerfeld Effect. In this model, at first, only two degrees of freedom are considered, the horizontal motion of the upper tip of the tower, in the transverse direction to the wind, and the generator rotation. Next, we add another degree of freedom, the motion of a free rolling mass inside a chamber. Its impact with the walls of the chamber provides control of both the amplitude of the tower vibration and the width of the band of frequencies in which the Sommerfeld effect occur. Some numerical simulations are performed using the equations of motion of the models obtained via a Lagrangian approach.
publishDate 2006
dc.date.none.fl_str_mv 2006-01-01
2020-12-10T18:05:43Z
2020-12-10T18:05:43Z
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 Modern Practice In Stress And Vibration Analysis Vi, Proceedings. Durnten-zurich: Trans Tech Publications Ltd, v. 5-6, p. 433-+, 2006.
1660-9336
http://hdl.handle.net/11449/195860
WOS:000241423300050
identifier_str_mv Modern Practice In Stress And Vibration Analysis Vi, Proceedings. Durnten-zurich: Trans Tech Publications Ltd, v. 5-6, p. 433-+, 2006.
1660-9336
WOS:000241423300050
url http://hdl.handle.net/11449/195860
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Modern Practice In Stress And Vibration Analysis Vi, Proceedings
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 433-+
dc.publisher.none.fl_str_mv Trans Tech Publications Ltd
publisher.none.fl_str_mv Trans Tech Publications Ltd
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
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