There are few reports on the free vibration of soft core doubly-curved sandwich shells. Previous studies are largely based on the equivalent single layer theories in which the natural frequencies are grossly overestimated. This study deals with the analytical free vibrations of doubly curved sandwic
A new improved high-order theory for analysis of free vibration of sandwich panels
β Scribed by J. E. Jam; B. Eftari; S. H. Taghavian
- Publisher
- Society for Plastic Engineers
- Year
- 2010
- Tongue
- English
- Weight
- 338 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0272-8397
- DOI
- 10.1002/pc.21002
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β¦ Synopsis
Abstract
A new improved highβorder theory is presented to investigate the dynamic behavior of sandwich panels with flexible core. Shear deformation theory is used for the face sheets, whereas the threeβdimensional elasticity theory is used for the core. Displacements in the core are assumed as polynomial with unknown coefficients. Inertia forces, moments of inertia and shear deformations in the core, and the face sheets are taken into consideration. Unlike the previous improved theory, the inβplane normal and shear stresses in the core are considered. The governing equations and the boundary conditions are derived by Hamilton's principle. Closed form solution is achieved using the Navier method and solving the eigenvalues. The numerical results of present analysis compared with the available results in the literature. It indicates that the present new modified theory is more accurate than the other developed theories for sandwich panels. In this study, the variation of the nondimensional natural frequency with respect to the various parameters is presented. POLYM. COMPOS., 31:2042β2048, 2010. Β© 2010 Society of Plastics Engineers
π SIMILAR VOLUMES
In the present paper, a n-order model for functionally graded and composite sandwich plate is developed. This model uses the n-order polynomial term to represent the displacement field. Zero transverse shear stress boundary conditions at the top and bottom of the plate are satisfied. The third-order
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