Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/18846
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dc.contributor.authorZdravković, Nebojša B.-
dc.contributor.authorGašić, Milomir-
dc.contributor.authorSavković, Mile-
dc.contributor.authorMarković, Goran-
dc.contributor.authorPavlovic, Goran-
dc.date.accessioned2023-09-12T06:56:55Z-
dc.date.available2023-09-12T06:56:55Z-
dc.date.issued2018-
dc.identifier.isbn978-86-6055-103-2en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/18846-
dc.description.abstractDifferential eigenvalue problem of stepped column with lumped mass at the top was analysed by finite difference method. Exact differential governing equation and boundary conditions were discretized with central differences applied upon grid points along the column. Boundary value problem was transformed in an appropriate and compact structure of algebraic equations written in matrix form, suitable for development of computer routines. For a comparison purpose, a finite element method analysis was conducted in ANSYS. Presented model gave natural frequencies that were in a very good agreement with the results obtained from finite element simulation.en_US
dc.language.isoenen_US
dc.publisherFaculty of Mechanical Engineering in Nišen_US
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.sourceThe Fourth International Conference Mechanical Engineering in XXI Centuryen_US
dc.subjectStepped columnen_US
dc.subjectTransverse vibrationen_US
dc.subjectEuler– Bernoulli theoryen_US
dc.subjectEigenvalue,en_US
dc.subjectFinite difference methoden_US
dc.subjectFinite element methoden_US
dc.titleEigenvalue Analysis for Transverse Vibration of Stepped Column with Lumped Mass at the Top by Finite Difference Approachen_US
dc.typeconferenceObjecten_US
dc.description.versionPublisheden_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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