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Update physics-model.md to replace inline LaTeX with Markdown-style formatting for variables and equations
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Here:
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- \(\mathbf{r}\) is position in the local mode-coordinate system;
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- \(\mathbf{E}\) and \(\mathbf{H}\) are the electric and magnetic mode fields;
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- \(\omega\) is the angular frequency;
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- \(\epsilon\) and \(\mu\) are the supplied material tensors.
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- $\mathbf{r}$ is position in the local mode-coordinate system;
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- $\mathbf{E}$ and $\mathbf{H}$ are the electric and magnetic mode fields;
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- $\omega$ is the angular frequency;
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- $\epsilon$ and $\mu$ are the supplied material tensors.
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Unlike a driven FDFD field solve, MicroMode is a mode solver: there are no
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electric or magnetic current sources. It assumes fields vary along the local
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\mathbf{H}(x, y, z) = \mathbf{h}(x, y) e^{i k_0 n_\mathrm{eff} z},
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$$
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where \(k_0 = 2\pi / \lambda_0\) and \(n_\mathrm{eff}\) is the unknown complex
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where $k_0 = 2\pi / \lambda_0$ and $n_\mathrm{eff}$ is the unknown complex
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effective index. The transverse fields are discretized by the
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finite-difference frequency-domain method on a regular Yee grid [2].
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## Discretization
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The Rust kernels use relative material tensors \(\epsilon_r(x,y)\),
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\(\mu_r(x,y)\) and scale transverse derivatives by \(1/k_0\), so the sparse
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The Rust kernels use relative material tensors $\epsilon_r(x,y)$,
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$\mu_r(x,y)$ and scale transverse derivatives by $1/k_0$, so the sparse
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operators are dimensionless. On the local Yee grid, the four derivative
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matrices are
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## Tensorial Materials
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For full tensor media, including off-diagonal \(\epsilon\)/\(\mu\) terms and
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For full tensor media, including off-diagonal $\epsilon$/$\mu$ terms and
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angle or bend coordinate transforms, MicroMode switches to a first-order
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tensorial eigenproblem:
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\mu_{\alpha z}\mu_{z\beta}/\mu_{zz},
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$$
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then \(E_z\) and \(H_z\) are reconstructed with the off-diagonal coupling terms
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then $E_z$ and $H_z$ are reconstructed with the off-diagonal coupling terms
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included. This is the path used automatically for `Materials.from_components`,
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angled solves, and bend solves whenever the transformed tensors are no longer
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diagonal.

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