﻿<liml version="14">
  <analysis type="L30" solver="ccx" timeperiod="100 s" timesteps="100" stepsize="1 s" automatictimestepping="true" />
  <node nid="1" x="0" y="2.5" z="2.5" />
  <node nid="2" x="1.5" y="6.25" z="2.5" />
  <node nid="3" x="0" y="0" z="2.5" />
  <node nid="4" x="1.5" y="6.25" z="1.25" />
  <node nid="5" x="0" y="2.5" z="0" />
  <node nid="6" x="5" y="0" z="2.5" />
  <node nid="7" x="0.25" y="7.5" z="2.5" />
  <node nid="8" x="5" y="5" z="2.5" />
  <node nid="9" x="1.5" y="8.75" z="2.5" />
  <node nid="10" x="0.25" y="8.75" z="1.25" />
  <node nid="11" x="0.25" y="5" z="1.25" />
  <node nid="12" x="2.5" y="2.5" z="0" />
  <node nid="13" x="1.5" y="7.5" z="1.25" />
  <node nid="14" x="1.5" y="7.5" z="2.5" />
  <node nid="15" x="0" y="5" z="2.5" />
  <node nid="16" x="0.25" y="6.25" z="2.5" />
  <node nid="17" x="0" y="0" z="0" />
  <node nid="18" x="2.5" y="2.5" z="2.5" />
  <node nid="19" x="1.5" y="5" z="2.5" />
  <node nid="20" x="2.5" y="0" z="2.5" />
  <node nid="21" x="5" y="0" z="0" />
  <node nid="22" x="5" y="2.5" z="2.5" />
  <node nid="23" x="0.25" y="7.5" z="1.25" />
  <node nid="24" x="0" y="5" z="0" />
  <node nid="25" x="1.5" y="8.75" z="1.25" />
  <node nid="26" x="0.25" y="6.25" z="1.25" />
  <node nid="27" x="5" y="5" z="0" />
  <node nid="28" x="2.5" y="5" z="2.5" />
  <node nid="29" x="0.25" y="8.75" z="2.5" />
  <node nid="30" x="0.25" y="5" z="2.5" />
  <node nid="31" x="1.5" y="5" z="1.25" />
  <node nid="32" x="2.5" y="0" z="0" />
  <node nid="33" x="5" y="2.5" z="0" />
  <node nid="34" x="2.5" y="5" z="0" />
  <elset name="block" color="-6710887" expanded="true" material="Material">
    <elem eid="4" shape="hex8" nodes="11 31 4 26 30 19 2 16" />
    <elem eid="6" shape="hex8" nodes="23 13 25 10 7 14 9 29" />
    <elem eid="7" shape="hex8" nodes="26 4 13 23 16 2 14 7" />
  </elset>
  <elset name="base" color="-1" expanded="true" material="plastic">
    <elem eid="1" shape="hex8" nodes="5 12 34 24 1 18 28 15" />
    <elem eid="2" shape="hex8" nodes="12 33 27 34 18 22 8 28" />
    <elem eid="3" shape="hex8" nodes="32 21 33 12 20 6 22 18" />
    <elem eid="5" shape="hex8" nodes="17 32 12 5 3 20 18 1" />
  </elset>
  <displacement selection="DisplacementX" name="STEP2">
    <value time="0 s">0 m</value>
    <value time="50 s">0 m</value>
    <value time="100 s">1 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="DisplacementY" name="STEP1">
    <value time="0 s">0 m</value>
    <value time="50 s">-0.5 m</value>
    <value time="100 s">-0.5 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <ccxcontact selectionmaster="Master" selectionslave="Slave">
    <k>100 GPa/m</k>
    <frictioncoefficient>0</frictioncoefficient>
    <stickslope>0 GPa/m</stickslope>
  </ccxcontact>
  <fixed selection="fixed_support_faces" />
  <displacement selection="DisplacementZ" name="Symmetry">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <ccxstep suppressed="true"><![CDATA[*MODEL CHANGE,TYPE=CONTACT PAIR,REMOVE
Slave,Master
]]></ccxstep>
  <mat name="plastic">
    <mechanical type="Isotropic" youngsmodulus="2000 MPa" poissonratio="0.35" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <mat name="Material">
    <mechanical type="Isotropic" youngsmodulus="5 GPa" poissonratio="0.45" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <faceselection name="Master">
    <face eid="2" faceid="5" />
    <face eid="1" faceid="5" />
  </faceselection>
  <faceselection name="Slave">
    <face eid="4" faceid="3" />
  </faceselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="3" faceid="3" />
    <face eid="5" faceid="3" />
  </faceselection>
  <faceselection name="DisplacementX">
    <face eid="7" faceid="6" />
  </faceselection>
  <faceselection name="DisplacementY">
    <face eid="6" faceid="5" />
  </faceselection>
  <faceselection name="DisplacementZ">
    <face eid="1" faceid="2" />
    <face eid="2" faceid="2" />
    <face eid="3" faceid="2" />
    <face eid="4" faceid="2" />
    <face eid="5" faceid="2" />
    <face eid="6" faceid="2" />
    <face eid="7" faceid="2" />
  </faceselection>
  <elementselection name="Block">
    <element eid="6" />
    <element eid="4" />
    <element eid="7" />
  </elementselection>
  <fieldvariable name="von Mises stress" displayunit="MPa" />
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="stress" displayunit="MPa" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="MPa" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>