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Buckling and Geometrically Nonlinear Analysis of Sandwich Structures

dc.contributor.authorMoita, J. S.
dc.contributor.authorAraújo, A. L.
dc.contributor.authorCorreia, Victor M. Franco
dc.contributor.authorSoares, C. M. Mota
dc.contributor.authorSoares, C. A. Mota
dc.date.accessioned2025-01-03T11:18:11Z
dc.date.available2025-01-03T11:18:11Z
dc.date.issued2015
dc.description.abstractIn this work a finite element model is presented for buckling and nonlinear analysis of multilayer sandwich plates and shells, with a soft core sandwiched between stiff elastic layers. The finite element is obtained by assembling all element-layers through the thickness using specific assumptions on the displacement continuity at the interfaces between layers, but allowing for different behaviors of the layers. The stiff elastic layers are modelled using the classic plate theory and the core is modelled using Reddy׳s third order shear deformation theory. The present finite element model is a non-conforming triangular plate/shell element with 24 degrees of freedom for the generalized displacements. This model is applied in the solution of illustrative examples and the results are presented and discussed.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.doihttps://doi.org/10.1016/j.ijmecsci.2014.12.008pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.26/53411
dc.language.isoengpt_PT
dc.publisherElsevierpt_PT
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0020740314004056?via%3Dihubpt_PT
dc.subjectFinite elementpt_PT
dc.subjectSandwich structurespt_PT
dc.subjectBucklingpt_PT
dc.subjectNonlinear analysispt_PT
dc.titleBuckling and Geometrically Nonlinear Analysis of Sandwich Structurespt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage161pt_PT
oaire.citation.startPage154pt_PT
oaire.citation.titleInternational Journal of Mechanical Sciencespt_PT
oaire.citation.volume92pt_PT
rcaap.rightsclosedAccesspt_PT
rcaap.typearticlept_PT

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