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Use este identificador para citar ou linkar para este item: http://repositorio.ufla.br/jspui/handle/1/50218
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Campo DCValorIdioma
dc.creatorCaliri Junior, Mauricio F.-
dc.creatorFerreira, Antonio J. M.-
dc.creatorTita, Volnei-
dc.date.accessioned2022-06-14T19:00:37Z-
dc.date.available2022-06-14T19:00:37Z-
dc.date.issued2021-06-
dc.identifier.citationCALIRI JUNIOR, M. F.; FERREIRA, A. J. M.; TITA, V. A new C1 4-node flat laminated shell element based on a generalized plate formulation. Thin-Walled Structures, [S.I.], v. 163, 107648, June 2021. DOI: https://doi.org/10.1016/j.tws.2021.107648.pt_BR
dc.identifier.urihttps://doi.org/10.1016/j.tws.2021.107648pt_BR
dc.identifier.urihttp://repositorio.ufla.br/jspui/handle/1/50218-
dc.description.abstractThe performance of an element with C1 continuity in the thickness direction was investigated within the scope of unified plate and shell formulations considering skew elements and the shear locking problem. A remedy for the shear locking pathology was found in the form of an algorithm which applies a penalty factor when the element is thinner than 𝐿𝐸 ∕𝐻 = 2. Moreover, the proposed test cases showed the ability of Caliri’s Generalized Formulation - CGF to better control the through-the-thickness behavior of the structure at the boundary conditions. Consistent results were obtained even for skew meshes and laminated shells.pt_BR
dc.languageenpt_BR
dc.publisherElsevierpt_BR
dc.rightsrestrictAccesspt_BR
dc.sourceThin-Walled Structurespt_BR
dc.subjectLaminated compositespt_BR
dc.subjectFlat shellspt_BR
dc.subjectFinite elementpt_BR
dc.subjectSkewnesspt_BR
dc.subjectC1 continuitypt_BR
dc.subjectUnified formulationspt_BR
dc.subjectLaminados compósitospt_BR
dc.subjectElemento finitopt_BR
dc.subjectContinuidade C1pt_BR
dc.subjectFormulações unificadaspt_BR
dc.titleA new C1 4-node flat laminated shell element based on a generalized plate formulationpt_BR
dc.typeArtigopt_BR
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