Application of partition method to vibration problems of plates
β Scribed by S. Durvasula; P.S. Nair
- Publisher
- Elsevier Science
- Year
- 1974
- Tongue
- English
- Weight
- 779 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The "partition method" or "sub-domain method" consists of expressing the solution of a governing differential equation, partial or ordinary, in terms of functions which satisfy the boundary conditions and setting to zero the error in the differential equation integrated over each of the sub-domains into which the given domain is partitioned. In this paper, the use of this method in eigenvalue problems with particular reference to vibration of plates is investigated. The deflection of the plate is expressed in terms of polynomials satisfying the boundary conditions completely. Setting the integrated error in each of the subdomains to zero results in a set of simultaneous, linear, homogeneous, algebraic equations in the undetermined coefficients of the deflection series. The algebraic eigenvalue problem is then solved for eigenvalues and eigenvectors. Convergence is examined in a few typical cases and is found to be satisfactory. The results obtained are compared with existing results based on other methods and are found to be in very good agreement.
π SIMILAR VOLUMES
AbstractΓThe boundary-domain element method is applied to the free vibration problem of thinwalled plate structures. The static fundamental solutions are used for the derivation of the integral equations for both in-plane and out-of-plane motions. All the integral equations to be implemented are reg