[cig-commits] r11400 - in short/3D/PyLith/trunk/doc/userguide/tutorials: twohex8 twoquad4

[willic3 at geodynamics.org]

Author: willic3
Date: 2008-03-10 18:33:19 -0700 (Mon, 10 Mar 2008)
New Revision: 11400

Modified:
   short/3D/PyLith/trunk/doc/userguide/tutorials/twohex8/twohex8.lyx
   short/3D/PyLith/trunk/doc/userguide/tutorials/twoquad4/twoquad4.lyx
Log:
Fixed description of traction output for twoquad4 example.
Minor editing of twohex8 example.



Modified: short/3D/PyLith/trunk/doc/userguide/tutorials/twohex8/twohex8.lyx
===================================================================
--- short/3D/PyLith/trunk/doc/userguide/tutorials/twohex8/twohex8.lyx	2008-03-11 00:39:23 UTC (rev 11399)
+++ short/3D/PyLith/trunk/doc/userguide/tutorials/twohex8/twohex8.lyx	2008-03-11 01:33:19 UTC (rev 11400)
@@ -52,7 +52,7 @@
 
 \end_inset
 
-Tutorial Using Two Linear Hexahedra and PyLith Mesh ASCII Format
+Tutorial Using Two Trilinear Hexahedra and PyLith Mesh ASCII Format
 \end_layout
 
 \begin_layout Subsection
@@ -61,8 +61,8 @@
 
 \begin_layout Standard
 This tutorial is a simple 3D example of a quasi-static finite element problem.
- It is a mesh composed of two linear hexahedra subject to displacement boundary
- conditions.
+ It is a mesh composed of two trilinear hexahedra subject to displacement
+ boundary conditions.
  One primary difference between this example and the example with two tetrahedra
  is that we use a Maxwell viscoelastic material model, and run the model
  for 10 time steps of 0.1 year each.

Modified: short/3D/PyLith/trunk/doc/userguide/tutorials/twoquad4/twoquad4.lyx
===================================================================
--- short/3D/PyLith/trunk/doc/userguide/tutorials/twoquad4/twoquad4.lyx	2008-03-11 00:39:23 UTC (rev 11399)
+++ short/3D/PyLith/trunk/doc/userguide/tutorials/twoquad4/twoquad4.lyx	2008-03-11 01:33:19 UTC (rev 11400)
@@ -336,7 +336,7 @@
 axialdisp.cfg
 \family default
 .
- In this case, the desired displacement values is given at two points.
+ In this case, the desired displacement values are given at two points.
  Since data is being specified at points (rather than being uniform over
  the mesh, for example), the data dimension is one.
 \end_layout
@@ -918,7 +918,15 @@
 \family typewriter
 axialtract-tractions_info.vtk
 \family default
-) gives the traction values applied along the cell boundary.
+) gives the 
+\family typewriter
+x
+\family default
+ and 
+\family typewriter
+y
+\family default
+-components of traction applied at each integration point.
  All of the 
 \family typewriter
 .vtk
@@ -927,7 +935,7 @@
  If the problem ran correctly, you should be able to generate a figure such
  as 
 \begin_inset LatexCommand vref
-reference "fig:twoquad4-axial"
+reference "fig:twoquad4-axialtract"
 
 \end_inset
 
@@ -940,6 +948,7 @@
 \begin_layout Standard
 \begin_inset Graphics
 	filename figs/axialtract.eps
+	lyxscale 50
 	scale 45
 
 \end_inset