Free vibrations of non-symmetrically laminated cross-ply composite beams based on Timoshenko type equations are studied. The effect of coupled longitudinal and transversal displacements, shear deformation and rotary inertia are included in the analysis. Natural frequencies and vibrational modes of l
The Free Flexural Vibration of Symmetric Angle-Ply Triangular Composite Laminates
โ Scribed by K.M. Liew; T.C. Chiam
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 536 KB
- Volume
- 169
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
This paper reports an extension of previous work [1] to the study of the free flexural vibration analysis of symmetrically laminated triangular plates. The analysis is performed by using a simple and straightforward (p b-2) Rayleigh-Ritz method. A governing frequency equation for the laminated triangular plates with different combinations of free, simply supported or clamped edge conditions is derived. Although only the vibration frequencies for cantilevered right-angled and isosceles triangular plates are reported, the method is readily applied to general triangular laminated plates. In the present analysis, the effects of material properties, the number of layers and different fibre stacking sequences of various composites on the vibration frequencies are investigated. Convergence tests have been carried out for selected plate examples to demonstrate the accuracy of the solutions.
๐ SIMILAR VOLUMES
The transfer matrix method is used for the numerical solution of both in-plane and out-of-plane free vibration problems of symmetric cross-ply laminated composite beams. The rotary inertia, and both shear and extensional deformation eects, are considered in the analysis. A distributed parameter mode
Free vibration analysis of symmetrically laminated composite rectangular plates with all edges elastically restrained against rotation was carried out based on the first order anisotropic shear deformation plate theory. The iterative Kantorovich method and the Rayleigh-Ritz method with three differe
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