Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/96724
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dc.creatorCarlos Conceição António
dc.creatorLuísa N. Hoffbauer
dc.date.accessioned2019-02-02T03:27:31Z-
dc.date.available2019-02-02T03:27:31Z-
dc.date.issued2007
dc.identifier.issn0951-8320
dc.identifier.othersigarra:55882
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/96724-
dc.description.abstractThis article describes a finite element-based formulation for the statistical analysis of the response of stochastic structural composite systems whose material properties are described by random fields. A first-order technique is used to obtain the second-order statistics for the structural response considering means and variances of the displacement and stress fields of plate or shell composite structures. Propagation of uncertainties depends on sensitivities taken as measurement of variation effects. The adjoint variable method is used to obtain the sensitivity matrix. This method is appropriated for composite structures due to the large number of random input parameters. Dominant effects on the stochastic characteristics are studied analyzing the influence of different random parameters. In particular, a study of the anisotropy influence on uncertainties propagation of angle-ply composites is carried out based on the proposed approach.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.titleUncertainty analysis based on sensitivity applied to angle-ply composite structures
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1016/j.ress.2006.09.006
dc.identifier.authenticusP-004-7BT
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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