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dc.creatorNefovska-Danilović, Marija
dc.creatorPetronijević, Mira
dc.date.accessioned2019-04-19T14:22:49Z
dc.date.available2019-04-19T14:22:49Z
dc.date.issued2014
dc.identifier.issn2311-9020
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/644
dc.description.abstractThe development of the dynamic stiffness matrix for rectangular plate element undergoing in-plane vibration is presented in this paper. Gorman's superposition method is exploited to obtain the solution of the governing equations of motion. The dynamic stiffness matrix of completely free rectangular plate element is derived using the Projection method. Free vibration analysis of plate assemblies with arbitrary boundary conditions is carried out. The results obtained using the proposed method, are in very good agreement with the results obtained using exact solutions and finite element method. Modeling of plate assemblies using the spectral element method demonstrate high precision, accuracy and low memory cost in comparison with the finite element method.en
dc.publisherEuropean Association for Structural Dynamics
dc.rightsrestrictedAccess
dc.sourceProceedings of the International Conference on Structural Dynamic , EURODYN
dc.subjectIn-plane vibrationen
dc.subjectDynamic stiffness matrixen
dc.subjectSpectral element methoden
dc.titleFree in-plane vibration of rectangular plates using spectral element methoden
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage3874
dc.citation.other: 3869-3874
dc.citation.spage3869
dc.identifier.rcubconv_1743
dc.identifier.scopus2-s2.0-84994388492
dc.identifier.wos000354786604122
dc.type.versionpublishedVersion


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