From: Daniel Garcia-Sanchez <daniel.garcia-sanchez@insp.upmc.fr>
Date: Fri, 21 Feb 2020 17:36:50 +0000 (+0100)
Subject: Fix equation
X-Git-Tag: v9.2.0-rc1~476^2
X-Git-Url: https://gitweb.dealii.org/cgi-bin/gitweb.cgi?a=commitdiff_plain;h=96778903e503555c2c4aabc7a15b307c621bd3c8;p=dealii.git

Fix equation

The equation \partial_j (c_{ijkl} \partial_k u_l) is only valid if c_{ijkl} = c_{ijlk}
---

diff --git a/examples/step-8/doc/intro.dox b/examples/step-8/doc/intro.dox
index 5e538797e2..a982951eea 100644
--- a/examples/step-8/doc/intro.dox
+++ b/examples/step-8/doc/intro.dox
@@ -20,15 +20,21 @@ vector-valued, meaning that in each point it has a direction and an
 absolute value. The elastic equations are the following:
 @f[
   -
-  \partial_j (c_{ijkl} \partial_k u_l)
+  \partial_j (c_{ijkl} \varepsilon_{kl})
   =
   f_i,
   \qquad
   i=1\ldots d,
 @f]
-where the values $c_{ijkl}$ are the stiffness coefficients and
-will usually depend on the space coordinates. In
-many cases, one knows that the material under consideration is
+where the values $c_{ijkl}$ are the stiffness coefficients that
+usually depend on the space coordinates and the strain $\varepsilon_{kl}$ is
+the symmetrized gradient of the displacement,
+given by
+@f[
+\varepsilon_{kl} =\frac{1}{2}(\partial_k u_l + \partial_l u_k)
+@f]
+
+In many cases, one knows that the material under consideration is
 isotropic, in which case by introduction of the two coefficients
 $\lambda$ and $\mu$ the coefficient tensor reduces to
 @f[