print("Reissner-Mindlin FE deflection:", -ww(0.5, 0.5))
For :math:`h=0.001` and 50 elements per side, one finds :math:`w_{FE} = 1.38322\text{e-5}` against :math:`w_{\text{Kirchhoff}} = 1.38173\text{e-5}` for the thin plate solution.
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References
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.. [HAN2011] Peter Hansbo, David Heintz, Mats G. Larson, A finite element method with discontinuous rotations for the Mindlin-Reissner plate model, *Computer Methods in Applied Mechanics and Engineering*, 200, 5-8, 2011, pp. 638-648, https://doi.org/10.1016/j.cma.2010.09.009.