<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
</ul>
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@@ -462,7 +463,7 @@ when considering a zero hardening modulus.</p>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -241,7 +241,8 @@ writing/reading. Prefered output format is now .xdmf:</p>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -2826,7 +2826,8 @@ if (IPython.notebook.kernel != null) {
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<p>The beam analytical solution is obtained using the eigenfrequencies of a clamped
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@@ -282,7 +282,8 @@ and the beam theory eigenfrequencies :</p>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -2162,7 +2162,8 @@ if (IPython.notebook.kernel != null) {
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../../intro.html#what-is-it-about">What is it about ?</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../../intro.html#how-do-i-get-started">How do I get started ?</a></li>
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@@ -93,7 +87,8 @@
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -216,7 +216,8 @@ so that no term arise in the linear functional):</p>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<ahref="../timoshenko/beam_buckling.html"title="Eulerian buckling of a beam"
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@@ -209,7 +209,8 @@ the thin plate solution.</p>
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1 current"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ulclass="current">
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2 current"><aclass="current reference internal"href="#">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -4348,7 +4348,8 @@ if (IPython.notebook.kernel != null) {
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
@@ -2912,7 +2912,8 @@ Mechanics and Engineering, 85(3), 349-365.
<liclass="toctree-l2"><aclass="reference internal"href="../2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="../../beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="../timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="../reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="demo/timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="demo/timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="demo/timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
</ul>
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@@ -120,7 +121,8 @@
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="demo/timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>
<liclass="toctree-l1"><aclass="reference internal"href="beams_and_plates.html">Beams and plates</a><ul>
<liclass="toctree-l2"><aclass="reference internal"href="demo/timoshenko/beam_buckling.html">Eulerian buckling of a beam</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_quads.py.html">Reissner-Mindlin plate with Quadrilaterals</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/reissner_mindlin/reissner_mindlin_dg.py.html">Reissner-Mindlin plate with a Discontinuous-Galerkin approach</a></li>
<liclass="toctree-l2"><aclass="reference internal"href="demo/2D_plasticity/vonMises_plasticity.py.html">Elasto-plastic analysis of a 2D von Mises material</a></li>