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
A differential quadrature procedure for three-dimensional buckling analysis of rectangular plates
โ Scribed by T.M. Teo; K.M. Liew
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 762 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0020-7683
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โฆ Synopsis
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!dimensional ~exibility[ These equations are then normalised and discretised using the DQ procedure[ Example problems pertaining to the buckling of rectangular plates with generic boundary conditions are selected to illustrate the e.ciency and simplicity of implementing the DQ procedure[ The convergence characteristics of the method are _rst conducted based on numerical studies[ The DQ solutions are then compared\ where possible\ with exact or approximate solutions[ It is found that the di}erential quadrature method yields accurate results for the plate problems under the current investigation[ In addition to the above\ some parametric studies are carried out by varying the plates| aspect ratio\ boundary conditions and thickness to width ratio under axial and biaxial loading[
๐ SIMILAR VOLUMES
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 characterist
The thermal buckling analysis of functionally graded (FG) arbitrary straight-sided quadrilateral plates is presented. The material properties are assumed to be temperature-dependent and graded in the thickness direction. The thermal buckling equilibrium equations are based on the three-dimensional (