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SEMI-ANALYTICAL SOLUTION OF TWO-DIMENSIONAL ELASTICITY PROBLEMS BY FINITE DIFFERENCE–DISTRIBUTED TRANSFER FUNCTION METHOD
- Source :
- International Journal of Structural Stability and Dynamics. 10:315-334
- Publication Year :
- 2010
- Publisher :
- World Scientific Pub Co Pte Lt, 2010.
-
Abstract
- A semi-analytical solution method, called the Finite Difference–Distributed Transfer Function Method, is developed for static and dynamic problems of two-dimensional elastic bodies composed of multiple rectangular subregions. In the development, the original two-dimensional elasticity problem is first reduced into a one-dimensional boundary-value problem by finite difference; the exact solution of the reduced problem is then obtained by using the distributed transfer functions of the elastic continuum. The proposed technique, which combines the simplicity of finite difference and the closed form of analytical solutions, is capable of handling arbitrary boundary conditions, delivers highly accurate solutions for static and dynamic problems, and is computationally efficient. The proposed method is illustrated on a square region and an L-shaped region.
- Subjects :
- Applied Mathematics
Mechanical Engineering
Mathematical analysis
Finite difference
Aerospace Engineering
Ocean Engineering
Finite difference coefficient
Building and Construction
Transfer function
Exact solutions in general relativity
Dynamic problem
Elastic continuum
Boundary value problem
Elasticity (economics)
Civil and Structural Engineering
Mathematics
Subjects
Details
- ISSN :
- 17936764 and 02194554
- Volume :
- 10
- Database :
- OpenAIRE
- Journal :
- International Journal of Structural Stability and Dynamics
- Accession number :
- edsair.doi...........e13b5bf0b06492519ec7ae13a860165c
- Full Text :
- https://doi.org/10.1142/s0219455410003439