2D formulation for Electrostatic Problems
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::<math> | ::<math> | ||
\mathbf{B}= | \mathbf{B}= | ||
− | = | + | = |
− | \frac{1}{2 A^{(e) | + | \frac{1}{2 A^{(e)}} |
\begin{bmatrix} | \begin{bmatrix} | ||
- y_1 + y_3 & - y_2 + y_1 \\ | - y_1 + y_3 & - y_2 + y_1 \\ | ||
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-1 & 0 & 1 | -1 & 0 & 1 | ||
\end{bmatrix} | \end{bmatrix} | ||
− | = | + | = |
− | \frac{1}{2 A^{(e) | + | \frac{1}{2 A^{(e)}} |
\begin{bmatrix} | \begin{bmatrix} | ||
- y_3 + y_2 & - y_1 + y_3 & - y_2 + y_1 \\ | - y_3 + y_2 & - y_1 + y_3 & - y_2 + y_1 \\ |
Revision as of 18:12, 12 November 2009
The 2D Electrostatic Poisson's equation given by the governing PDE and its boundary conditions:
can be written as (see the General formulation for Electrostatic Problems):
with (n is the number of nodes of the element):
2D formulation for Triangular Elements
After applying the numerical integration for triangular elements by using the natural coordinates, we obtain:
Stiffness Matrix K(e)