Strain Energy Approach for Nonlinear Stiffness Coeffcients in the Design of Periodic Structures
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | |
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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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 |
|
_version_ |
1808129385009512448 |