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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/76571
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dc.contributor.authorShiki, Sidney Bruce-
dc.contributor.authorJunior, Vicente Lopes-
dc.contributor.authorDa Silva, Samuel-
dc.date.accessioned2014-05-27T11:30:42Z-
dc.date.accessioned2016-10-25T18:54:10Z-
dc.date.available2014-05-27T11:30:42Z-
dc.date.available2016-10-25T18:54:10Z-
dc.date.issued2013-09-16-
dc.identifierhttp://dx.doi.org/10.4028/www.scientific.net/KEM.569-570.876-
dc.identifier.citationKey Engineering Materials, v. 569-570, p. 876-883.-
dc.identifier.issn1013-9826-
dc.identifier.urihttp://hdl.handle.net/11449/76571-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/76571-
dc.description.abstractStructural damage identification is basically a nonlinear phenomenon; however, nonlinear procedures are not used currently in practical applications due to the complexity and difficulty for implementation of such techniques. Therefore, the development of techniques that consider the nonlinear behavior of structures for damage detection is a research of major importance since nonlinear dynamical effects can be erroneously treated as damage in the structure by classical metrics. This paper proposes the discrete-time Volterra series for modeling the nonlinear convolution between the input and output signals in a benchmark nonlinear system. The prediction error of the model in an unknown structural condition is compared with the values of the reference structure in healthy condition for evaluating the method of damage detection. Since the Volterra series separate the response of the system in linear and nonlinear contributions, these indexes are used to show the importance of considering the nonlinear behavior of the structure. The paper concludes pointing out the main advantages and drawbacks of this damage detection methodology. © (2013) Trans Tech Publications.en
dc.format.extent876-883-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectNonlinear structures-
dc.subjectStructural health monitoring-
dc.subjectSystem identification-
dc.subjectVolterra series-
dc.subjectNon-linear phenomena-
dc.subjectNonlinear behavior-
dc.subjectNonlinear contributions-
dc.subjectNonlinear dynamical effect-
dc.subjectNonlinear structure-
dc.subjectStructural condition-
dc.subjectStructural damage identification-
dc.subjectVolterra Series-
dc.subjectIdentification (control systems)-
dc.subjectDamage detection-
dc.titleDamage detection in nonlinear structures using discrete-time volterra seriesen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUniversidade Estadual Paulista (UNESP) Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia Mecanica, Av. Brasil, 53, Centro, 15385-000, Ilha Solteira, Sao Paulo-
dc.description.affiliationUnespUniversidade Estadual Paulista (UNESP) Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia Mecanica, Av. Brasil, 53, Centro, 15385-000, Ilha Solteira, Sao Paulo-
dc.identifier.doi10.4028/www.scientific.net/KEM.569-570.876-
dc.identifier.wosWOS:000326409000109-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofKey Engineering Materials-
dc.identifier.scopus2-s2.0-84883727668-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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