<liml version="32">
  <analysis type="S30" solver="ccx" maxmode="3" />
  <timesteps stepsize="0.1 s" automatictimestepping="true" />
  <node nid="1" x="0.001" y="0.001" z="0" />
  <node nid="2" x="0.001" y="0" z="0" />
  <node nid="3" x="0.001" y="0" z="0.001" />
  <node nid="4" x="0.001" y="0.001" z="0.001" />
  <node nid="5" x="0" y="0.001" z="0" />
  <node nid="6" x="0" y="0" z="0" />
  <node nid="7" x="0" y="0" z="0.001" />
  <node nid="8" x="0" y="0.001" z="0.001" />
  <node nid="9" x="0.001" y="0.0005" z="0" />
  <node nid="10" x="0.001" y="0" z="0.0005" />
  <node nid="11" x="0.001" y="0.0005" z="0.001" />
  <node nid="12" x="0.001" y="0.001" z="0.0005" />
  <node nid="13" x="0.0005" y="0.001" z="0" />
  <node nid="14" x="0.0005" y="0" z="0" />
  <node nid="15" x="0.0005" y="0" z="0.001" />
  <node nid="16" x="0.0005" y="0.001" z="0.001" />
  <node nid="17" x="0" y="0.0005" z="0" />
  <node nid="18" x="0" y="0" z="0.0005" />
  <node nid="19" x="0" y="0.0005" z="0.001" />
  <node nid="20" x="0" y="0.001" z="0.0005" />
  <node nid="21" x="0.00075" y="0.00075" z="0.001" />
  <node nid="22" x="0.00075" y="0.00025" z="0.001" />
  <node nid="23" x="0.00075" y="0.00025" z="0.0015" />
  <node nid="24" x="0.00075" y="0.00075" z="0.0015" />
  <node nid="25" x="0.00025" y="0.00075" z="0.001" />
  <node nid="26" x="0.00025" y="0.00025" z="0.001" />
  <node nid="27" x="0.00025" y="0.00025" z="0.0015" />
  <node nid="28" x="0.00025" y="0.00075" z="0.0015" />
  <node nid="29" x="0.00075" y="0.0005" z="0.001" />
  <node nid="30" x="0.00075" y="0.00025" z="0.00125" />
  <node nid="31" x="0.00075" y="0.0005" z="0.0015" />
  <node nid="32" x="0.00075" y="0.00075" z="0.00125" />
  <node nid="33" x="0.0005" y="0.00075" z="0.001" />
  <node nid="34" x="0.0005" y="0.00025" z="0.001" />
  <node nid="35" x="0.0005" y="0.00025" z="0.0015" />
  <node nid="36" x="0.0005" y="0.00075" z="0.0015" />
  <node nid="37" x="0.00025" y="0.0005" z="0.001" />
  <node nid="38" x="0.00025" y="0.00025" z="0.00125" />
  <node nid="39" x="0.00025" y="0.0005" z="0.0015" />
  <node nid="40" x="0.00025" y="0.00075" z="0.00125" />
  <elset name="SOLID_SECTION" colorrgb="77070B" expanded="true" material="EL">
    <elem eid="1" shape="hex20" nodes="1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20" />
    <elem eid="2" shape="hex20" nodes="21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40" />
  </elset>
  <displacement selection="NFIX">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="NFIX">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="NFIX">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="NFIX2">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="NFIX2">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <ccxmodeldefinition>*CONTACT PAIR,INTERACTION=SI1,TYPE=MORTAR
Sslav,Smast
*SURFACE INTERACTION,NAME=SI1
*SURFACE BEHAVIOR,PRESSURE-OVERCLOSURE=LINEAR
1.E7
*STEP,NLGEOM
*STATIC
.5,1.
**DSLOAD
**PRESSURE_FACES,P,1000000
*DLOAD
2,P5,100.000000 
**NODE PRINT,NSET=Nall,FREQUENCY=10
**U
*NODE FILE,GLOBAL=YES
U,RF
*EL FILE
S,NOE,E,ENER
**CONTACT FILE
**CPRESS
*END STEP</ccxmodeldefinition>
  <ccxdontgeneratestep />
  <mat name="EL">
    <mechanical type="Isotropic" youngsmodulus="210 GPa" />
    <density type="Simple" density="7850 kg/m³" />
  </mat>
  <nodeselection name="NALL">
    <node nid="1" />
    <node nid="2" />
    <node nid="3" />
    <node nid="4" />
    <node nid="5" />
    <node nid="6" />
    <node nid="7" />
    <node nid="8" />
    <node nid="9" />
    <node nid="10" />
    <node nid="11" />
    <node nid="12" />
    <node nid="13" />
    <node nid="14" />
    <node nid="15" />
    <node nid="16" />
    <node nid="17" />
    <node nid="18" />
    <node nid="19" />
    <node nid="20" />
    <node nid="21" />
    <node nid="22" />
    <node nid="23" />
    <node nid="24" />
    <node nid="25" />
    <node nid="26" />
    <node nid="27" />
    <node nid="28" />
    <node nid="29" />
    <node nid="30" />
    <node nid="31" />
    <node nid="32" />
    <node nid="33" />
    <node nid="34" />
    <node nid="35" />
    <node nid="36" />
    <node nid="37" />
    <node nid="38" />
    <node nid="39" />
    <node nid="40" />
  </nodeselection>
  <nodeselection name="NFIX">
    <node nid="1" />
    <node nid="2" />
    <node nid="5" />
    <node nid="6" />
    <node nid="9" />
    <node nid="13" />
    <node nid="14" />
    <node nid="17" />
  </nodeselection>
  <nodeselection name="NFIX2">
    <node nid="23" />
    <node nid="24" />
    <node nid="27" />
    <node nid="28" />
    <node nid="31" />
    <node nid="35" />
    <node nid="36" />
    <node nid="39" />
  </nodeselection>
  <nodeselection name="NSLAV">
    <node nid="21" />
    <node nid="22" />
    <node nid="25" />
    <node nid="26" />
    <node nid="29" />
    <node nid="33" />
    <node nid="34" />
    <node nid="37" />
  </nodeselection>
  <faceselection name="Sslav">
    <face eid="2" faceid="3" />
  </faceselection>
  <faceselection name="Smast">
    <face eid="1" faceid="5" />
  </faceselection>
  <elementselection name="EALL">
    <element eid="1" />
    <element eid="2" />
  </elementselection>
  <faceselection name="PRESSURE_FACES">
    <face eid="2" faceid="5" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="kN" />
  <fieldvariable name="contact displacement" displayunit="mm" />
  <fieldvariable name="contact stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="principal stress" displayunit="GPa" expanded="true" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>