Three-dimensional static solutions of rectangular plates by variant differential quadrature method
โ Scribed by K.M. Liew; T.M. Teo; J.-B. Han
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 227 KB
- Volume
- 43
- Category
- Article
- ISSN
- 0020-7403
No coin nor oath required. For personal study only.
โฆ Synopsis
An endeavor to exploit three-dimensional elasticity solutions for bending and buckling of rectangular plates via the di!erential quadrature (DQ) and harmonic di!erential quadrature (HDQ) methods is performed. Unlike other works, the priority of this paper is to examine the computational characteristics of the two methods; therefore, we focus our studies only on the simply supported and clamped rectangular plates. To start with, we "rst outline the basic equations and boundary conditions describing the bending and buckling of rectangular plates followed by normalizing and discretizing them according to the DQ and HDQ algorithms. The resulting algebraic equation systems are then solved to obtain the solutions. Based on these solutions, the computational characteristics of the DQ and HDQ methods are investigated in terms of their numerical performances. It is found that the DQ method displays obvious superior convergence characteristics over the HDQ method for the three-dimensional static analysis of rectangular plates.
๐ SIMILAR VOLUMES
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
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.
This paper presents an application of the di}erential quadrature "DQ# method for three!dimensional buckling analysis of rectangular plates[ The governing equations of the plate model are \_rst presented in terms of displacement\ stress displacement relationship\ and boundary conditions with three!di
In this paper a differential quadrature method is presented for computation of the fundamental frequency of a thin laminated rectangular plate. The partial differential equations of motion for free vibration are solved for the boundary conditions by approximating them by substituting weighted polyno