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fix latex
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docs/benchmarks/linear elasticity/plate-with-hole.md

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@@ -42,7 +42,7 @@ from the analytical solution. The example is further reduced by only simulating
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of the rectangular domain and assuming symmetry conditions at the edges. Let $\Omega =[0,l]^2 \setminus \left \lbrace (x,y) \mid \sqrt{x^2+y^2}<a \right \rbrace$ be the domain of the benchmark example, then the PDE is given by
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$$
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\begin{aligned}
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\begin{aligned}
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\mathrm{div}\boldsymbol{\sigma}(\boldsymbol{\varepsilon}(\boldsymbol{u})) &= 0 &\quad \text{ on } \Omega & \\
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\boldsymbol{\varepsilon}(\boldsymbol u) &= \frac{1}{2}\left(\nabla \boldsymbol u + (\nabla\boldsymbol u)^\top\right) &&\text{Infinitesimal strain}\\
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\boldsymbol{\sigma}(\boldsymbol{\varepsilon}) &= \frac{E}{1-\nu^2}\left((1-\nu)\boldsymbol{\varepsilon} + \nu \mathrm{tr}\boldsymbol{\varepsilon}\boldsymbol I_2\right) && \text{Plane stress law}\\

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