2D formulation for Magnetostatic Problems
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(New page: The 2D Magnetostatic Poisson's equation given by the governing PDE and its boundary conditions: ::<math>A(A_z) = \left[ \frac{\partial}{\partial x}\cdot \left( \frac{1}{\mu_y} \frac{\par...) |
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::<math>A(A_z) = \left[ \frac{\partial}{\partial x}\cdot \left( \frac{1}{\mu_y} \frac{\partial}{\partial x}\right) | ::<math>A(A_z) = \left[ \frac{\partial}{\partial x}\cdot \left( \frac{1}{\mu_y} \frac{\partial}{\partial x}\right) | ||
− | + \frac{\partial}{\partial y}\cdot \left( \frac{1}{\mu_x} \frac{\partial }{\partial y}\right) \right] A_z(x,y) | + | + \frac{\partial}{\partial y}\cdot \left( \frac{1}{\mu_x} \frac{\partial }{\partial y}\right) \right] A_z(x,y)+ J_z(x,y)=0 ~~ in ~ \Omega </math> |
Revision as of 19:14, 1 February 2010
The 2D Magnetostatic Poisson's equation given by the governing PDE and its boundary conditions:
can be written as (see the General formulation for Magnetostatic 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)
Source Vector f(e)
- Linear case (np=1 integration point):
- Quadratic case (np=3 integration points):