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On the time-response of square plates on unilateral support

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dc.contributor.authorCelep, Z.
dc.date.accessioned2026-01-24T14:31:03Z
dc.date.issued1988-09-01
dc.description.abstractAbstract Transient response and vibrations of an elastic thin plate supported on a unilateral foundation are presented. The displacement function of the plate is approximated by using the eigenfunctions of the completely free beam. In the application of the Galerkin method the boundary conditions which cannot be satisfied by the beam functions at the corners of the plate and the edges are compensated by suitable additions to the governing equation. Although the procedure can readily be used to solve problems of plates under the action of any arbitrary loads, the problem solved numerically involves a single concentrated force. Numerical results are presented in figures to clarify the dynamic behaviour of the plate.
dc.description.urihttps://doi.org/10.1016/0022-460x(88)90285-4
dc.description.urihttps://dx.doi.org/10.1016/0022-460x(88)90285-4
dc.identifier.doi10.1016/0022-460x(88)90285-4
dc.identifier.endpage312
dc.identifier.issn0022-460X
dc.identifier.openairedoi_dedup___::04db3e0d2960bde442fb2855bfc21e62
dc.identifier.orcid0000-0002-5246-9818
dc.identifier.startpage305
dc.identifier.urihttps://hdl.handle.net/11527/33336
dc.identifier.volume125
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofJournal of Sound and Vibration
dc.rightsCLOSED
dc.titleOn the time-response of square plates on unilateral support
dc.typeArticle
dspace.entity.typePublication

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