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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/69406
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dc.contributor.authorMarqui, Clayton Rodrigo-
dc.contributor.authorBueno, Douglas Domingues-
dc.contributor.authorCordeiro, Leandro-
dc.contributor.authorSilva, Carlos Renato-
dc.contributor.authorLopes Jr., Vicente-
dc.date.accessioned2014-05-27T11:22:20Z-
dc.date.accessioned2016-10-25T18:23:20Z-
dc.date.available2014-05-27T11:22:20Z-
dc.date.available2016-10-25T18:23:20Z-
dc.date.issued2006-12-01-
dc.identifierhttps://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21709-
dc.identifier.citationConference Proceedings of the Society for Experimental Mechanics Series.-
dc.identifier.issn2191-5644-
dc.identifier.issn2191-5652-
dc.identifier.urihttp://hdl.handle.net/11449/69406-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/69406-
dc.description.abstractNowadays there is great interest in structural damage detection in systems using nondestructive tests. Once the failure is detected, as for instance a crack, it is possible to take providences. There are several different approaches that can be used to obtain information about the existence, location and extension of the fault in the system by non-destructive tests. Among these methodologies, one can mention different optimization techniques, as for instance classical methods, genetic algorithms, neural networks, etc. Most of these techniques, which are based on element-byelement adjustments of a finite element (FE) model, take advantage of the dynamic behavior of the model. However, in practical situations, usually, is almost impossible to obtain an accuracy model. In this paper, it is proposed an experimental technique for damage location. This technique is based on H: norm to obtain the damage location. The dynamic properties of the structure were identified using experimental data by eigensystem realization algorithm (ERA). The experimental test was carried out in a beam structure through varying the mass of an element. For the output signal was used a piezoelectric sensor. The signal of input of sine form was generated through SignalCalc® software.en
dc.language.isoeng-
dc.sourceScopus-
dc.subjectERA-
dc.subjectExperimental damage location-
dc.subjectPiezoelectric sensor-
dc.subjectSystem norms-
dc.subjectAccuracy model-
dc.subjectBeam structures-
dc.subjectClassical methods-
dc.subjectDamage location-
dc.subjectDynamic behaviors-
dc.subjectDynamic property-
dc.subjectEigensystem realization algorithms-
dc.subjectExperimental damage-
dc.subjectExperimental data-
dc.subjectExperimental techniques-
dc.subjectExperimental test-
dc.subjectFinite element models-
dc.subjectNon-destructive test-
dc.subjectOptimization techniques-
dc.subjectOutput signal-
dc.subjectPiezoelectric sensors-
dc.subjectStructural damage detection-
dc.subjectCrack detection-
dc.subjectElectric sensing devices-
dc.subjectExhibitions-
dc.subjectGenetic algorithms-
dc.subjectNondestructive examination-
dc.subjectPiezoelectric transducers-
dc.subjectStructural dynamics-
dc.subjectDamage detection-
dc.titleExperimental damage detection using system normsen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationDepartment of Mechanical Engineering Universidade Estadual Paulista - UNESP, Av. Brasil, No 56, Centro, Ilha Solteira, SP, 15385000-
dc.description.affiliationUnespDepartment of Mechanical Engineering Universidade Estadual Paulista - UNESP, Av. Brasil, No 56, Centro, Ilha Solteira, SP, 15385000-
dc.rights.accessRightsAcesso aberto-
dc.relation.ispartofConference Proceedings of the Society for Experimental Mechanics Series-
dc.identifier.scopus2-s2.0-84861535288-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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