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Vibration of shear-deformable plates with intermediate line supports: a finite layer approach

✍ Scribed by J. Kong; Y.K. Cheung

Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
390 KB
Volume
184
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

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Free vibration of isotropic and laminated composite plates is studied by the finite layer method. In this method, a plate is treated as a three-dimensional elastic body and the displacement field is approximated by a set of admissible trial functions in the plane of the plate. One-dimensional linear

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The modified Superposition-Galerkin method is utilized to solve the free-vibration problem of shear deformable plates resting on uniform elastic foundations. Lateral displacement of the plate is forbidden at the boundaries. Due to elasticity in the support, edge rotation is opposed by bending moment

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Large amplitude flexural vibrations of clamped as well as simply supported isotropic elastic rhombic plates (skew plates having unity aspect ratio) are investigated, the effects of shear deformation and rotatory inertia being included. Banerjee's hypothesis [1, 2] is employed to obtain the required