This paper presents an efficient and accurate differential quadrature (DQ) large amplitude free vibration analysis of laminated composite thin beams on nonlinear elastic foundation. Beams under consideration have elastically restrained against rotation and in-plane immovable edges. Elastic foundatio
โฆ LIBER โฆ
Large amplitudes free vibrations and post-buckling analysis of unsymmetrically laminated composite beams on nonlinear elastic foundation
โ Scribed by M. Baghani; R.A. Jafari-Talookolaei; H. Salarieh
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 348 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0307-904X
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A three-dimensional elasticity based layer-wise finite element method (FEM) is employed to study the static, free vibration and buckling responses of general laminated thick composite plates. Various mixed boundary conditions and free edge conditions are conveniently and accurately implemented. The