Journal
COMPOSITE STRUCTURES
Volume 68, Issue 3, Pages 319-330Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compstruct.2004.03.025
Keywords
differential quadrature method; moving least-squares method; free vibration; natural frequency; laminated plate
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In this paper, a novel numerical solution technique, the moving least squares differential quadrature (MLSDQ) method is employed to study the free vibration problems of generally laminated composite plates based on the first order shear deformation theory. The weighting coefficients used in MLSDQ approximation are obtained through a fast computation of the MLS shape functions and their partial derivatives. By using this method, the governing differential equations are transformed into sets of linear homogeneous algebraic equations in terms of the displacement components at each discrete point. Boundary conditions are implemented through discrete grid points by constraining displacements, bending moments and rotations of the plate. Combining these algebraic equations yields a typical eigenvalue problem, which can be solved by a standard eigenvalue solver. Detailed formulations and implementations of this method are presented. Convergence and comparison studies are carried out to verify the reliability and accuracy of the numerical solutions. The applicability, efficiency, and simplicity of the present method are all demonstrated through solving several sample problems. (c) 2004 Elsevier Ltd. All rights reserved.
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