Determination of the steady state response of EFEF /VFVF supported rectangular specially orthotropic plates

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dc.contributor.authorAltintaş G.
dc.contributor.authorBaǧci M.
dc.date.accessioned2024-07-22T08:23:37Z
dc.date.available2024-07-22T08:23:37Z
dc.date.issued2006
dc.description.abstractDetermination Of The Steady State Response Of EFEF / VFVF Supported Rectangular Specially Orthotropic Plates is presented. EFEF and VFVF plates, these are rectangular plates with two opposite edges elastically or viscoelastically supported and remaining others free. Using the energy based finite difference method, the problem is modelled by a kind of finite difference element. Due to the significiance of the fundamental frequency of the plate, its variation was investigated with respect to mechanical properties of plate material and translational spring coefficient of supports. The steady state response of viscoelastically supported plates was also investigated numerically for various damping coefficients. In the numerical examples, the natural frequency parameters and steady state responses to a sinusoidally varying force are assessed for the fundamental mode. Convergence studies are made. Many new results have been presented. Considered problems are solved within the frame work of Kirchhoff-Love hypothesis. © Association for Scientific Research.
dc.identifier.DOI-ID10.3390/mca11010051
dc.identifier.issn1300686X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19609
dc.language.isoEnglish
dc.publisherAssociation for Scientific Research
dc.rightsAll Open Access; Gold Open Access
dc.subjectDamping
dc.subjectFinite difference method
dc.subjectNatural frequencies
dc.subjectProblem solving
dc.subjectViscoelasticity
dc.subjectEFEF
dc.subjectSFSF
dc.subjectSteady state
dc.subjectVFVF
dc.subjectViscoelastic
dc.subjectPlates (structural components)
dc.titleDetermination of the steady state response of EFEF /VFVF supported rectangular specially orthotropic plates
dc.typeArticle

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