Two distinct types of simple support boundary conditions are formulated for rectangular plates undergoing in-plane free vibration. Each type of simple support is shown to be analogous to the well known simple support edge conditions encountered in the free transverse vibration analysis of rectangula
On new symplectic approach for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported
β Scribed by Yang Zhong; Rui Li; Yuemei Liu; Bin Tian
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 311 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0020-7683
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β¦ Synopsis
a b s t r a c t
The symplectic geometry method is introduced for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported. The basic equations for the plates are first transferred into Hamilton canonical equations. The whole state variables are then separated. Using the method of eigenfunction expansion in the symplectic geometry, typical examples for plates with selected boundary conditions are solved and exact bending solutions obtained. Since only the basic elasticity equations of the plates are used, this method eliminates the need to pre-determine the deformation function and is hence more reasonable than conventional methods. Numerical results were presented to demonstrate the validity and accuracy of this approach as compared to those reported in other literatures.
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