Vibration analysis of a functionally graded rectangular plate resting on two parameter elastic foundation is presented here. The displacement filed based on the third order shear deformation plate theory is used. By considering the in-plane displacement components of an arbitrary material point on t
On pre-buckling configuration of functionally graded Mindlin rectangular plates
โ Scribed by A. Naderi; A.R. Saidi
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 153 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0093-6413
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โฆ Synopsis
In this study, the pre-buckling configuration of the functionally graded (FG) plates whose mechanical properties vary through the thickness is discussed. Since the bending and stretching equilibrium equations of this type of FG plates are highly coupled equations, the plate deflects under minimal external in-plane loads when they act on the mid-plane of the plate. Consequently, the FG plates under external in-plane loads on the mid-plane do not remain flat and cannot exhibit bifurcational buckling. Some researchers believe that the FG plates cannot be assumed to be flat under in-plane loads. Nonetheless, some others have studied the buckling problem of FG plates with the flat plate assumption in the prebuckling configuration. Two view points regarding to the buckling problem of FG plates are investigated and the conditions of accuracy of each view point are studied.
๐ SIMILAR VOLUMES
In this article, a new exact closed-form procedure is presented to solve free vibration analysis of functionally graded rectangular thick plates based on the Reddy's third-order shear deformation plate theory while the plate has two opposite edges simply supported (i.e., Lรฉvy-type rectangular plates