Difference between revisions of "Analysis Command"

From OSUPDOCS
Jump to navigation Jump to search
Line 3: Line 3:
  Analysis (number or name)
  Analysis (number or name)


In XML files it is
In <tt>XML</tt> files it is


  &lt;Analysis&gt;number&lt;/Analysis&gt;
  &lt;Analysis&gt;number&lt;/Analysis&gt;


== Analysis Options ==
The possible analysis types, by number or name, to use in above commands, are:
 
The possible analysis types, by number or name to use in above commands, are:


* 0 = "Plane Strain" for a 2D plane strain FEA analysis
* 0 = "Plane Strain" for a 2D plane strain FEA analysis
Line 19: Line 17:
* 13 = "Axisymmetric MPM" for axisymmetric dynamic MPM analysis
* 13 = "Axisymmetric MPM" for axisymmetric dynamic MPM analysis


When using analysis name in scripts, it must exactly match the quoted text above (case insensitive).
When using analysis name in scripts, it must exactly match the quoted text above (case insensitive). When writing <tt>XML</tt> files, the entry must be by number only.


== Notes ==
== Notes ==

Revision as of 11:30, 6 September 2013

Both MPM and FEA calculations can do 2D or axisymmetric calculations. MPM can additionally do 3D calculations. You pick the type of analysis to run with an analysis command. In command scripts, the format is

Analysis (number or name)

In XML files it is

<Analysis>number</Analysis>

The possible analysis types, by number or name, to use in above commands, are:

  • 0 = "Plane Strain" for a 2D plane strain FEA analysis
  • 1 = "Plane stress" for a 2D plane stress FEA analysis
  • 2 = "Axisymmetric" for an Axisymmetric FEA analysis
  • 10 = "Plane Strain MPM" for 2D plane strain dynamic MPM analysis
  • 11 = "Plane Stress MPM" or 2D plane stress dynamic MPM analysis
  • 12 = "3D MPM" or 3D dynamic MPM analysis
  • 13 = "Axisymmetric MPM" for axisymmetric dynamic MPM analysis

When using analysis name in scripts, it must exactly match the quoted text above (case insensitive). When writing XML files, the entry must be by number only.

Notes

  • The first three (0,1,2) are for FEA calculations only, while the rest (10,11,12,13) are for MPM calculations only.
  • In axisymmetric analyses, the x, y, z, directions become R, Z, and θ directions. If any commands do not mention use of R and Z, they may still work or you can use x and y to mean the same thing. When visualizing results, most labels are changed to reflect R, Z, and θ coordinates. The implementation of axisymmetric MPM is described in a paper by Nairn and Guilkey.[1]
  • One (and only one) Analysis command is required in every input file.

References

  1. J.A. Nairn and J.E. Guilkey, "Axisymmetric Form of the Generalized Interpolation Material Point Method,"> Computer Methods in Applied Mechanics and Engineering, submitted (2013) (See PDF).