2D formulation for Electrostatic Problems
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(→Stiffness Matrix K<sup>(e)</sup>) |
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\int_{\Omega^{(e)}} \mathbf{B^T} \mathbf{\varepsilon} \mathbf{B} \partial \Omega^{(e)}= | \int_{\Omega^{(e)}} \mathbf{B^T} \mathbf{\varepsilon} \mathbf{B} \partial \Omega^{(e)}= | ||
− | + | A^{(e)} \mathbf{B^T} \mathbf{\varepsilon} \mathbf{B} = | |
\frac{1}{4 A^{(e)}} | \frac{1}{4 A^{(e)}} | ||
\begin{bmatrix} | \begin{bmatrix} |
Revision as of 18:44, 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)