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 Vibrations Of Non-Symmetric Cross-ply Laminated Composite Beams
โ Scribed by H. Abramovich; A. Livshits
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 417 KB
- Volume
- 176
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 laminated beams with different boundary conditions are obtained. Numerical results are presented in order to demonstrate the importance of the coupling effects, shear deformations and rotary inertia in the dynamic analysis of composite beams.
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