This paper presents the formulation and numerical analysis of the three-dimensional elasticity plate model using the differential quadrature (DQ) method. The governing equations in terms of displacement, stress-displacement relations, and boundary conditions for the three-dimensional plate model are
Free vibration of generally supported rectangular Kirchhoff plates: State-space-based differential quadrature method
✍ Scribed by C. F. Lü; Z. C. Zhang; W. Q. Chen
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 196 KB
- Volume
- 70
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.1929
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
The title problem is investigated using the differential quadrature method based on the state‐space formalism. The plates, with mixed boundary conditions, may cross over one‐way internal rigid line supports that impose zero transverse displacement constraints. Differential quadrature procedure is applied in the direction of line supports, while exact solution is sought in the transfer domain perpendicular to the line supports using the state space method. To avoid numerical instability in the transfer matrix method, joint coupling matrices are introduced, mainly according to the continuity conditions at line joints. Natural frequencies of rectangular Kirchhoff plates with general boundary conditions are calculated and compared with the results from other methods. Effects of location of internal line supports and the mixed boundary conditions on the frequency parameters are discussed. Copyright © 2006 John Wiley & Sons, Ltd.
📜 SIMILAR VOLUMES
The dierential quadrature (DQ) element method proposed by Wang and Gu in 1997 has been extended to analyse rectangular plate problems. The methodology is worked out in detail and some numerical examples are given.