dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorMarqui, Clayton Rodrigo
dc.creatorBueno, Douglas Domingues
dc.creatorCordeiro, Leandro
dc.creatorSilva, Carlos Renato
dc.creatorLopes Jr., Vicente
dc.date2014-05-27T11:22:20Z
dc.date2016-10-25T18:23:20Z
dc.date2014-05-27T11:22:20Z
dc.date2016-10-25T18:23:20Z
dc.date2006-12-01
dc.date.accessioned2017-04-06T01:22:55Z
dc.date.available2017-04-06T01:22:55Z
dc.identifierConference Proceedings of the Society for Experimental Mechanics Series.
dc.identifier2191-5644
dc.identifier2191-5652
dc.identifierhttp://hdl.handle.net/11449/69406
dc.identifierhttp://acervodigital.unesp.br/handle/11449/69406
dc.identifier2-s2.0-84861535288
dc.identifierhttps://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21709
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/890658
dc.descriptionNowadays 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.
dc.languageeng
dc.relationConference Proceedings of the Society for Experimental Mechanics Series
dc.rightsinfo:eu-repo/semantics/openAccess
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 norms
dc.typeOtro


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