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dc.contributor.authorPereira, Joao A.-
dc.contributor.authorHeylen, Ward-
dc.contributor.authorLammens, Stefan-
dc.contributor.authorSas, Paul-
dc.identifier.citationAmerican Society of Mechanical Engineers, Design Engineering Division (Publication) DE, v. 84, n. 3 Pt C, 1995.-
dc.description.abstractThis paper discusses the application of a damage detection methodology to monitor the location and extent of partial structural damage. The methodology combines, in an iterative way, the model updating technique based on frequency response functions (FRF) with monitoring data aiming at identifying the damage area of the structure. After the updating procedure reaches a good correlation between the models, it compares the parameters of the damage structure with those of the undamaged one to find the deteriorated area. The influence of the FEM mesh size on the evaluation of the extent of the damage has also been discussed. The methodology is applied using real experimental data from a spatial frame structure.en
dc.subjectCorrelation methods-
dc.subjectFailure analysis-
dc.subjectFinite element method-
dc.subjectIterative methods-
dc.subjectDamage detection-
dc.subjectFrequency response functions-
dc.subjectModel updating technique-
dc.subjectMathematical models-
dc.titleApplication of a model updating technique for health condition monitoring and damage detection of flexible structuresen
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationFEIS/UNESP, Ilha Solteira-
dc.description.affiliationUnespFEIS/UNESP, Ilha Solteira-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofAmerican Society of Mechanical Engineers, Design Engineering Division (Publication) DE-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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