Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/11194
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dc.contributor.authorŠalinić, Slaviša-
dc.contributor.authorObradovic, Aleksandar-
dc.contributor.authorDunjić M.-
dc.contributor.authorSekulic, Dragan-
dc.contributor.authorLazarević Ž.-
dc.date.accessioned2021-04-20T17:43:50Z-
dc.date.available2021-04-20T17:43:50Z-
dc.date.issued2018-
dc.identifier.issn0044-2267-
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/11194-
dc.description.abstract© 2018 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim Free vibration of an Euler-Bernoulli beam with rigid bodies connected to the beam ends by both revolute joints and torsional springs is considered. The mass centers of rigid bodies have both the transverse and the axial eccentricity relative to the neutral axis of the undeformed beam. The coupling of the partial differential equations of axial and bending vibrations of the beam due to boundary conditions is considered. The frequency equation and the mode shape orthogonality condition of the system are derived. In order to illustrate the effect of the transverse and the axial eccentricity on the vibration behavior of the beam, a numerical example is provided.-
dc.rightsrestrictedAccess-
dc.sourceZAMM Zeitschrift fur Angewandte Mathematik und Mechanik-
dc.titleContribution to the free vibration problem of a free-free beam with large end masses-
dc.typearticle-
dc.identifier.doi10.1002/zamm.201600300-
dc.identifier.scopus2-s2.0-85040533986-
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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