Article ID Journal Published Year Pages File Type
290093 Journal of Sound and Vibration 2009 14 Pages PDF
Abstract

As an extension of the NDIF method developed by the authors, a practical analytical method for the free vibration analysis of a simply supported polygonal plate with arbitrary shape is proposed. Especially, the method is more effective for plates highly concave shapes because it employs a sub-domain method dividing the plate of interest with two sub-plates. The approximate solution of each sub-plate is assumed by linearly superposing plane waves propagated from edges of the sub-plate. Sub-system matrix equations for the two sub-plates are extracted by applying the simply supported boundary condition to the edges of each sub-plate (excepting the common interface of the two sub-plates). Finally, the sub-system matrix equations is merged into a single system matrix equation for the entire plate by considering the compatibility condition that the two sub-plates have the same displacement and slope at the common interface. The eigenvalues and mode shapes of the single plate are obtained from the determinant of a system matrix extracted from the entire system matrix equation. It is shown by several case studies that the proposed method has a good convergence characteristics and yields accurate eigenvalues and mode shapes, compared with another analytical method (NDIF method) and FEM (NASTRAN).

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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