Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics

Detalhes bibliográficos
Autor(a) principal: Li, Wenke
Data de Publicação: 2019
Outros Autores: Wierschem, Nicholas E., Li, Xinhui, Yang, Tiejun, Brennan, Michael J. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1115/1.4044486
http://hdl.handle.net/11449/196481
Resumo: In this paper, the single-sided vibro-impact track nonlinear energy sink (SSVI track NES) is studied. The SSVI track NES, which is attached to a primary structure, has nonlinear behavior caused by the NES mass moving on a fixed track and impacting on the primary structure at an impact surface. Unlike previous studies of the SSVI track NES, both the horizontal and vertical dynamics of the primary structure are considered. A numerical study is carried out to investigate the way in which energy is dissipated in this system. Assuming a track shape with a quartic polynomial, an optimization procedure that considers the total energy dissipated during a time period is carried out, to determine the optimum NES mass and track parameter. It is found that there is dynamic coupling between the horizontal and vertical directions caused by the SSVI track NES motion. The vibrational energy, originally in the structure in the horizontal direction, is transferred to the vertical motion of the structure where it is dissipated. Considering that many civil and mechanical systems are particularly vulnerable to extreme loads in the horizontal direction, this energy transformation can be beneficial to prevent or limit damage to the structure. The effect on energy dissipation of the position of the impact surface in the SSVI track NES and the ratio of the vertical to horizontal stiffness in the primary structure are discussed. Numerical results demonstrate a robust and stable performance of the SSVI track NES over a wide range of stiffness ratios.
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spelling Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamicsnonlinear energy sinkpassive controlvibration mitigationimpact damperstructural dynamics and controlvibration controlIn this paper, the single-sided vibro-impact track nonlinear energy sink (SSVI track NES) is studied. The SSVI track NES, which is attached to a primary structure, has nonlinear behavior caused by the NES mass moving on a fixed track and impacting on the primary structure at an impact surface. Unlike previous studies of the SSVI track NES, both the horizontal and vertical dynamics of the primary structure are considered. A numerical study is carried out to investigate the way in which energy is dissipated in this system. Assuming a track shape with a quartic polynomial, an optimization procedure that considers the total energy dissipated during a time period is carried out, to determine the optimum NES mass and track parameter. It is found that there is dynamic coupling between the horizontal and vertical directions caused by the SSVI track NES motion. The vibrational energy, originally in the structure in the horizontal direction, is transferred to the vertical motion of the structure where it is dissipated. Considering that many civil and mechanical systems are particularly vulnerable to extreme loads in the horizontal direction, this energy transformation can be beneficial to prevent or limit damage to the structure. The effect on energy dissipation of the position of the impact surface in the SSVI track NES and the ratio of the vertical to horizontal stiffness in the primary structure are discussed. Numerical results demonstrate a robust and stable performance of the SSVI track NES over a wide range of stiffness ratios.Natural Science Foundation of ChinaHarbin Engn Univ, Coll Power & Energy Engn, 145 Nantong St, Harbin 150001, Peoples R ChinaUniv Tennessee, Dept Civil & Environm Engn, John D Tickle Bldg, Knoxville, TN 37996 USAUniv Estadual Paulista UNESP, Dept Mech Engn, Av Brasil Centro, BR-15385000 Ilha Solteira, SP, BrazilUniv Estadual Paulista UNESP, Dept Mech Engn, Av Brasil Centro, BR-15385000 Ilha Solteira, SP, BrazilNatural Science Foundation of China: 51375103Natural Science Foundation of China: 10.13039/501100001809AsmeHarbin Engn UnivUniv TennesseeUniversidade Estadual Paulista (Unesp)Li, WenkeWierschem, Nicholas E.Li, XinhuiYang, TiejunBrennan, Michael J. [UNESP]2020-12-10T19:46:24Z2020-12-10T19:46:24Z2019-12-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article11http://dx.doi.org/10.1115/1.4044486Journal Of Vibration And Acoustics-transactions Of The Asme. New York: Asme, v. 141, n. 6, 11 p., 2019.1048-9002http://hdl.handle.net/11449/19648110.1115/1.4044486WOS:000506907900013Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengJournal Of Vibration And Acoustics-transactions Of The Asmeinfo:eu-repo/semantics/openAccess2021-10-23T07:07:27Zoai:repositorio.unesp.br:11449/196481Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462021-10-23T07:07:27Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
title Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
spellingShingle Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
Li, Wenke
nonlinear energy sink
passive control
vibration mitigation
impact damper
structural dynamics and control
vibration control
title_short Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
title_full Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
title_fullStr Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
title_full_unstemmed Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
title_sort Numerical Study of a Single-Sided Vibro-Impact Track Nonlinear Energy Sink Considering Horizontal and Vertical Dynamics
author Li, Wenke
author_facet Li, Wenke
Wierschem, Nicholas E.
Li, Xinhui
Yang, Tiejun
Brennan, Michael J. [UNESP]
author_role author
author2 Wierschem, Nicholas E.
Li, Xinhui
Yang, Tiejun
Brennan, Michael J. [UNESP]
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Harbin Engn Univ
Univ Tennessee
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Li, Wenke
Wierschem, Nicholas E.
Li, Xinhui
Yang, Tiejun
Brennan, Michael J. [UNESP]
dc.subject.por.fl_str_mv nonlinear energy sink
passive control
vibration mitigation
impact damper
structural dynamics and control
vibration control
topic nonlinear energy sink
passive control
vibration mitigation
impact damper
structural dynamics and control
vibration control
description In this paper, the single-sided vibro-impact track nonlinear energy sink (SSVI track NES) is studied. The SSVI track NES, which is attached to a primary structure, has nonlinear behavior caused by the NES mass moving on a fixed track and impacting on the primary structure at an impact surface. Unlike previous studies of the SSVI track NES, both the horizontal and vertical dynamics of the primary structure are considered. A numerical study is carried out to investigate the way in which energy is dissipated in this system. Assuming a track shape with a quartic polynomial, an optimization procedure that considers the total energy dissipated during a time period is carried out, to determine the optimum NES mass and track parameter. It is found that there is dynamic coupling between the horizontal and vertical directions caused by the SSVI track NES motion. The vibrational energy, originally in the structure in the horizontal direction, is transferred to the vertical motion of the structure where it is dissipated. Considering that many civil and mechanical systems are particularly vulnerable to extreme loads in the horizontal direction, this energy transformation can be beneficial to prevent or limit damage to the structure. The effect on energy dissipation of the position of the impact surface in the SSVI track NES and the ratio of the vertical to horizontal stiffness in the primary structure are discussed. Numerical results demonstrate a robust and stable performance of the SSVI track NES over a wide range of stiffness ratios.
publishDate 2019
dc.date.none.fl_str_mv 2019-12-01
2020-12-10T19:46:24Z
2020-12-10T19:46:24Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1115/1.4044486
Journal Of Vibration And Acoustics-transactions Of The Asme. New York: Asme, v. 141, n. 6, 11 p., 2019.
1048-9002
http://hdl.handle.net/11449/196481
10.1115/1.4044486
WOS:000506907900013
url http://dx.doi.org/10.1115/1.4044486
http://hdl.handle.net/11449/196481
identifier_str_mv Journal Of Vibration And Acoustics-transactions Of The Asme. New York: Asme, v. 141, n. 6, 11 p., 2019.
1048-9002
10.1115/1.4044486
WOS:000506907900013
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Journal Of Vibration And Acoustics-transactions Of The Asme
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 11
dc.publisher.none.fl_str_mv Asme
publisher.none.fl_str_mv Asme
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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