Part 8 - Chapter 29.

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Presentation transcript:

Part 8 - Chapter 29

Part 8 Partial Differential Equations Table PT8.1

Figure PT8.4

Finite Difference: Elliptic Equations Chapter 29 Solution Technique Elliptic equations in engineering are typically used to characterize steady-state, boundary value problems. For numerical solution of elliptic PDEs, the PDE is transformed into an algebraic difference equation. Because of its simplicity and general relevance to most areas of engineering, we will use a heated plate as an example for solving elliptic PDEs.

Figure 29.1

Figure 29.3

The Laplacian Difference Equations/ Laplace Equation O[D(x)2] O[D(y)2] Laplacian difference equation. Holds for all interior points

Figure 29.4

In addition, boundary conditions along the edges must be specified to obtain a unique solution. The simplest case is where the temperature at the boundary is set at a fixed value, Dirichlet boundary condition. A balance for node (1,1) is: Similar equations can be developed for other interior points to result a set of simultaneous equations.

The result is a set of nine simultaneous equations with nine unknowns:

The Liebmann Method/ Most numerical solutions of Laplace equation involve systems that are very large. For larger size grids, a significant number of terms will b e zero. For such sparse systems, most commonly employed approach is Gauss-Seidel, which when applied to PDEs is also referred as Liebmann’s method.

Boundary Conditions We will address problems that involve boundaries at which the derivative is specified and boundaries that are irregularly shaped. Derivative Boundary Conditions/ Known as a Neumann boundary condition. For the heated plate problem, heat flux is specified at the boundary, rather than the temperature. If the edge is insulated, this derivative becomes zero.

Figure 29.7

Thus, the derivative has been incorporated into the balance. Similar relationships can be developed for derivative boundary conditions at the other edges.

Many engineering problems exhibit irregular boundaries. Figure 29.9 Irregular Boundaries Many engineering problems exhibit irregular boundaries.

First derivatives in the x direction can be approximated as:

Control-Volume Approach A similar equation can be developed in the y direction. Control-Volume Approach Figure 29.12

Figure 29.13

The control-volume approach resembles the point-wise approach in that points are determined across the domain. In this case, rather than approximating the PDE at a point, the approximation is applied to a volume surrounding the point.