﻿<liml version="19">
  <analysis type="L30" solver="ccx" timeperiod="1 s" stepsize="0.01 s" automatictimestepping="true" maxstepsize="0.01 s" />
  <timesteps timeperiod="1 s" stepsize="0.01 s" automatictimestepping="true" maxstepsize="0.01 s" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0.1" y="0" z="0" />
  <elset name="Default" color="-6710887" colorrgb="DADADA" expanded="true">
    <elem eid="1" shape="line2" nodes="1 2" />
  </elset>
  <displacement selection="Reaction">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="Reaction">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="Action">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="Action">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <ccxmodeldefinition><![CDATA[*SPRING,ELSET=SP_A,NONLINEAR

-201.0 ,-0.01000 
-199.8 ,-0.00950 
-198.3 ,-0.00900 
-194.7 ,-0.00850 
-188.4 ,-0.00800 
-179.3 ,-0.00750 
-167.4 ,-0.00700 
-153.0 ,-0.00650 
-136.5 ,-0.00600 
-118.6 ,-0.00550 
-100.0 ,-0.00500 
-81.4 ,-0.00450 
-63.5 ,-0.00400 
-47.0 ,-0.00350 
-32.6 ,-0.00300 
-20.7 ,-0.00250 
-11.6 ,-0.00200 
-5.3 ,-0.00150 
-1.7 ,-0.00100 
-0.2 ,-0.00050 
0.0 ,0.00000 
0.2 ,0.00050 
1.7 ,0.00100 
5.3 ,0.00150 
11.6 ,0.00200 
20.7 ,0.00250 
32.6 ,0.00300 
47.0 ,0.00350 
63.5 ,0.00400 
81.4 ,0.00450 
100.0 ,0.00500 
118.6 ,0.00550 
136.5 ,0.00600 
153.0 ,0.00650 
167.4 ,0.00700 
179.3 ,0.00750 
188.4 ,0.00800 
194.7 ,0.00850 
198.3 ,0.00900 
199.8 ,0.00950 
201.0 ,0.01000 

]]></ccxmodeldefinition>
  <displacement selection="Reaction">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="Action">
    <value unit="mm" timeunit="s" positionunit="mm">10*(heaviside(0.5-t)*unittriangle(0.48,t-.25)/4.166666-heaviside(t-.5)*unittriangle(.48,t-.75)/4.166666)</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <force selection="Action" suppressed="true">
    <x unit="N" timeunit="s" positionunit="mm">200*(heaviside(0.5-t)*unittriangle(0.48,t-.25)/4.166666-heaviside(t-.5)*unittriangle(.48,t-.75)/4.166666)</x>
    <y>0 N</y>
    <z>0 N</z>
  </force>
  <elementtype selection="SP_A" shape="line2" type="SPRINGA" />
  <nodeselection name="Reaction">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="Action">
    <node nid="2" />
  </nodeselection>
  <elementselection name="SP_A">
    <element eid="1" />
  </elementselection>
  <fieldvariable name="displacement" displayunit="mm" />
  <fieldvariable name="rotation" displayunit="rad" />
  <fieldvariable name="von Mises stress" displayunit="MPa" />
  <fieldvariable name="stress" displayunit="MPa" />
  <fieldvariable name="principal stress" displayunit="MPa" />
  <fieldvariable name="external force" displayunit="N" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>