Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures

Detalhes bibliográficos
Autor(a) principal: Cruz, Rodrigo dos Santos [UNESP]
Data de Publicação: 2023
Outros Autores: Silveira, Marcos [UNESP]
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1007/978-3-031-15758-5_76
http://hdl.handle.net/11449/249369
Resumo: In this work, we explore the dynamic behaviour of a discrete model of a periodic structure under harmonic input with nonlinear stiffness. The periodic structure has a unit cell with three degrees of freedom. We devise an approach that replaces the linear stiffness characteristic of the structure with a nonlinear one in which the nonlinear stiffness coefficients provide the same strain energy. The effect of this approach on the frequency response is analysed using numerical simulation, focusing on band gaps. The approach to determining nonlinear stiffness coefficients is based on the concept of equivalent elastic strain energy. This is different from the common approach found in the literature of adding a cubic term to the linear one, resulting in an increase in the elastic deformation energy of the system. Once the strain energy of the linear system is determined, a family of possible nonlinear stiffness coefficients is found, parameterised by the ratio between the linear and cubic coefficients. This approach can be used with hardening or softening stiffness characteristics. With the nonlinear stiffness coefficients defined, the dynamic response of the metastructure shows the usual shift to high and low frequencies. In addition, some frequency ranges are shown where vibration levels can be greatly reduced when the ratio of nonlinear stiffness coefficients is increased, compared to the case where there are only linear springs. Also, it is shown that the addition of the nonlinear component in the structure can increase or decrease the distance between the resonant frequencies.
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spelling Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic StructuresMetastructureNonlinear stiffnessVibration analysisIn this work, we explore the dynamic behaviour of a discrete model of a periodic structure under harmonic input with nonlinear stiffness. The periodic structure has a unit cell with three degrees of freedom. We devise an approach that replaces the linear stiffness characteristic of the structure with a nonlinear one in which the nonlinear stiffness coefficients provide the same strain energy. The effect of this approach on the frequency response is analysed using numerical simulation, focusing on band gaps. The approach to determining nonlinear stiffness coefficients is based on the concept of equivalent elastic strain energy. This is different from the common approach found in the literature of adding a cubic term to the linear one, resulting in an increase in the elastic deformation energy of the system. Once the strain energy of the linear system is determined, a family of possible nonlinear stiffness coefficients is found, parameterised by the ratio between the linear and cubic coefficients. This approach can be used with hardening or softening stiffness characteristics. With the nonlinear stiffness coefficients defined, the dynamic response of the metastructure shows the usual shift to high and low frequencies. In addition, some frequency ranges are shown where vibration levels can be greatly reduced when the ratio of nonlinear stiffness coefficients is increased, compared to the case where there are only linear springs. Also, it is shown that the addition of the nonlinear component in the structure can increase or decrease the distance between the resonant frequencies.School of Engineering State University of São Paulo (UNESP), São PauloSchool of Engineering State University of São Paulo (UNESP), São PauloUniversidade Estadual Paulista (UNESP)Cruz, Rodrigo dos Santos [UNESP]Silveira, Marcos [UNESP]2023-07-29T15:14:16Z2023-07-29T15:14:16Z2023-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject743-750http://dx.doi.org/10.1007/978-3-031-15758-5_76Mechanisms and Machine Science, v. 125 MMS, p. 743-750.2211-09922211-0984http://hdl.handle.net/11449/24936910.1007/978-3-031-15758-5_762-s2.0-85141807395Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengMechanisms and Machine Scienceinfo:eu-repo/semantics/openAccess2024-06-28T13:55:20Zoai:repositorio.unesp.br:11449/249369Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:02:03.309692Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
title Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
spellingShingle Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
Cruz, Rodrigo dos Santos [UNESP]
Metastructure
Nonlinear stiffness
Vibration analysis
title_short Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
title_full Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
title_fullStr Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
title_full_unstemmed Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
title_sort Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
author Cruz, Rodrigo dos Santos [UNESP]
author_facet Cruz, Rodrigo dos Santos [UNESP]
Silveira, Marcos [UNESP]
author_role author
author2 Silveira, Marcos [UNESP]
author2_role author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Cruz, Rodrigo dos Santos [UNESP]
Silveira, Marcos [UNESP]
dc.subject.por.fl_str_mv Metastructure
Nonlinear stiffness
Vibration analysis
topic Metastructure
Nonlinear stiffness
Vibration analysis
description In this work, we explore the dynamic behaviour of a discrete model of a periodic structure under harmonic input with nonlinear stiffness. The periodic structure has a unit cell with three degrees of freedom. We devise an approach that replaces the linear stiffness characteristic of the structure with a nonlinear one in which the nonlinear stiffness coefficients provide the same strain energy. The effect of this approach on the frequency response is analysed using numerical simulation, focusing on band gaps. The approach to determining nonlinear stiffness coefficients is based on the concept of equivalent elastic strain energy. This is different from the common approach found in the literature of adding a cubic term to the linear one, resulting in an increase in the elastic deformation energy of the system. Once the strain energy of the linear system is determined, a family of possible nonlinear stiffness coefficients is found, parameterised by the ratio between the linear and cubic coefficients. This approach can be used with hardening or softening stiffness characteristics. With the nonlinear stiffness coefficients defined, the dynamic response of the metastructure shows the usual shift to high and low frequencies. In addition, some frequency ranges are shown where vibration levels can be greatly reduced when the ratio of nonlinear stiffness coefficients is increased, compared to the case where there are only linear springs. Also, it is shown that the addition of the nonlinear component in the structure can increase or decrease the distance between the resonant frequencies.
publishDate 2023
dc.date.none.fl_str_mv 2023-07-29T15:14:16Z
2023-07-29T15:14:16Z
2023-01-01
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://dx.doi.org/10.1007/978-3-031-15758-5_76
Mechanisms and Machine Science, v. 125 MMS, p. 743-750.
2211-0992
2211-0984
http://hdl.handle.net/11449/249369
10.1007/978-3-031-15758-5_76
2-s2.0-85141807395
url http://dx.doi.org/10.1007/978-3-031-15758-5_76
http://hdl.handle.net/11449/249369
identifier_str_mv Mechanisms and Machine Science, v. 125 MMS, p. 743-750.
2211-0992
2211-0984
10.1007/978-3-031-15758-5_76
2-s2.0-85141807395
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Mechanisms and Machine Science
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 743-750
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
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