<liml version="29">
  <analysis type="D31" solver="radioss" />
  <timesteps timeperiod="0.1 s" stepsize="0.05 s" automatictimestepping="true" outputtimes="regular" timepointsstart="0 s" timepointsincrement="0.01 s" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0.01" y="0" z="0" />
  <node nid="3" x="0.01" y="0.01" z="0" />
  <node nid="4" x="0" y="0.01" z="0" />
  <node nid="5" x="0.005" y="0" z="0" />
  <node nid="6" x="0.01" y="0.005" z="0" />
  <node nid="7" x="0.005" y="0.01" z="0" />
  <node nid="8" x="0" y="0.005" z="0" />
  <node nid="9" x="0.005" y="0.005" z="0" />
  <node nid="10" x="0.0025" y="0.005" z="0" />
  <node nid="11" x="0.005" y="0.0075" z="0" />
  <node nid="12" x="0.0025" y="0.01" z="0" />
  <node nid="13" x="0" y="0.0075" z="0" />
  <node nid="14" x="0.0025" y="0.0075" z="0" />
  <node nid="15" x="0.0025" y="0" z="0" />
  <node nid="16" x="0.005" y="0.0025" z="0" />
  <node nid="17" x="0" y="0.0025" z="0" />
  <node nid="18" x="0.0025" y="0.0025" z="0" />
  <node nid="19" x="0.0075" y="0" z="0" />
  <node nid="20" x="0.01" y="0.0025" z="0" />
  <node nid="21" x="0.0075" y="0.005" z="0" />
  <node nid="22" x="0.0075" y="0.0025" z="0" />
  <node nid="23" x="0.01" y="0.0075" z="0" />
  <node nid="24" x="0.0075" y="0.01" z="0" />
  <node nid="25" x="0.0075" y="0.0075" z="0" />
  <elset name="Default" colorrgb="DADADA" expanded="true" material="Law15CompositeShell">
    <elem eid="1" shape="quad4" nodes="9 21 25 11" />
    <elem eid="2" shape="quad4" nodes="21 6 23 25" />
    <elem eid="3" shape="quad4" nodes="25 23 3 24" />
    <elem eid="4" shape="quad4" nodes="11 25 24 7" />
    <elem eid="5" shape="quad4" nodes="8 10 14 13" />
    <elem eid="6" shape="quad4" nodes="10 9 11 14" />
    <elem eid="7" shape="quad4" nodes="14 11 7 12" />
    <elem eid="8" shape="quad4" nodes="13 14 12 4" />
    <elem eid="9" shape="quad4" nodes="1 15 18 17" />
    <elem eid="10" shape="quad4" nodes="15 5 16 18" />
    <elem eid="11" shape="quad4" nodes="18 16 9 10" />
    <elem eid="12" shape="quad4" nodes="17 18 10 8" />
    <elem eid="13" shape="quad4" nodes="5 19 22 16" />
    <elem eid="14" shape="quad4" nodes="19 2 20 22" />
    <elem eid="15" shape="quad4" nodes="22 20 6 21" />
    <elem eid="16" shape="quad4" nodes="16 22 21 9" />
  </elset>
  <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="PARDISO" omitparameter="" />
  <thermalstress>
    <referencetemperature>0 °C</referencetemperature>
  </thermalstress>
  <displacement selection="displacement_faces">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_faces(2)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_faces(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <fixed selection="" />
  <noderotation selection="" group="Node_Rotation">
    <value>0 °</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="" group="Node_Rotation">
    <value>0 °</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="" group="Node_Rotation">
    <value>0 °</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </noderotation>
  <group name="Node_Rotation" />
  <displacement selection="displacement_faces(4)">
    <value time="0 s">5 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <mat name="SS316anneledElastic">
    <mechanical type="Isotropic" youngsmodulus="207 GPa" poissonratio="0.3" />
    <density type="Simple" density="7700 kg/m³" />
  </mat>
  <mat name="Law15CompositeShell">
    <geometric type="Plate" thickness="7 mm" />
    <openradioss type="Custom" law="LAW15">
      <fieldcontents>#              RHO_I
                1800   
#                E11                 E22                nu12
                41E9               3.3E9                  .3
#                G12                 G23                 G31
               1.2E9               1.3E9               1.3E9
#                  b                   n                fmax
                8E-6                   1              100000
#              Wpmax              Wpref       Ioff
              100000                   0         0
#          sigma_1yt           sigma_2yt           sigma_1yc          sigma_2yc               alpha
                .786               .1566                .786               .1566                   0
#         sigma_12yc          sigma_12yt                   c           Eps_dot_0       ICC
               .0655               .0655                   0                   0         0
#               beta                Tmax                  S1                  S2                 S12
                   1                 .01                   0                   0                   0
#  Fsmooth                Fcut                  C1                 C12
         0                   0                   0                   0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|</fieldcontents>
    </openradioss>
  </mat>
  <faceselection name="displacement_faces" direct="true">
    <face eid="13" faceid="1" />
    <face eid="10" faceid="1" />
    <face eid="14" faceid="1" />
    <face eid="9" faceid="1" />
  </faceselection>
  <faceselection name="displacement_faces(2)" direct="true">
    <face eid="13" faceid="1" />
    <face eid="10" faceid="1" />
    <face eid="14" faceid="1" />
    <face eid="9" faceid="1" />
  </faceselection>
  <faceselection name="displacement_faces(3)" direct="true">
    <face eid="13" faceid="1" />
    <face eid="10" faceid="1" />
    <face eid="14" faceid="1" />
    <face eid="9" faceid="1" />
  </faceselection>
  <faceselection name="displacement_faces(4)" direct="true">
    <face eid="7" faceid="3" />
    <face eid="4" faceid="3" />
    <face eid="8" faceid="3" />
    <face eid="3" faceid="3" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="contact displacement" displayunit="mm" />
  <fieldvariable name="contact stress" displayunit="GPa" />
  <solution>
    <analysis type="D31" solver="radioss" />
    <timesteps timeperiod="0.1 s" stepsize="0.05 s" automatictimestepping="true" outputtimes="regular" timepointsstart="0 s" timepointsincrement="0.01 s" />
    <node nid="1" x="0" y="0" z="0" />
    <node nid="2" x="0.01" y="0" z="0" />
    <node nid="3" x="0.01" y="0.01" z="0" />
    <node nid="4" x="0" y="0.01" z="0" />
    <node nid="5" x="0.005" y="0" z="0" />
    <node nid="6" x="0.01" y="0.005" z="0" />
    <node nid="7" x="0.005" y="0.01" z="0" />
    <node nid="8" x="0" y="0.005" z="0" />
    <node nid="9" x="0.005" y="0.005" z="0" />
    <node nid="10" x="0.0025" y="0.005" z="0" />
    <node nid="11" x="0.005" y="0.0075" z="0" />
    <node nid="12" x="0.0025" y="0.01" z="0" />
    <node nid="13" x="0" y="0.0075" z="0" />
    <node nid="14" x="0.0025" y="0.0075" z="0" />
    <node nid="15" x="0.0025" y="0" z="0" />
    <node nid="16" x="0.005" y="0.0025" z="0" />
    <node nid="17" x="0" y="0.0025" z="0" />
    <node nid="18" x="0.0025" y="0.0025" z="0" />
    <node nid="19" x="0.0075" y="0" z="0" />
    <node nid="20" x="0.01" y="0.0025" z="0" />
    <node nid="21" x="0.0075" y="0.005" z="0" />
    <node nid="22" x="0.0075" y="0.0025" z="0" />
    <node nid="23" x="0.01" y="0.0075" z="0" />
    <node nid="24" x="0.0075" y="0.01" z="0" />
    <node nid="25" x="0.0075" y="0.0075" z="0" />
    <elset name="Default" colorrgb="DADADA" expanded="true" material="Law15CompositeShell">
      <elem eid="1" shape="quad4" nodes="9 21 25 11" />
      <elem eid="2" shape="quad4" nodes="21 6 23 25" />
      <elem eid="3" shape="quad4" nodes="25 23 3 24" />
      <elem eid="4" shape="quad4" nodes="11 25 24 7" />
      <elem eid="5" shape="quad4" nodes="8 10 14 13" />
      <elem eid="6" shape="quad4" nodes="10 9 11 14" />
      <elem eid="7" shape="quad4" nodes="14 11 7 12" />
      <elem eid="8" shape="quad4" nodes="13 14 12 4" />
      <elem eid="9" shape="quad4" nodes="1 15 18 17" />
      <elem eid="10" shape="quad4" nodes="15 5 16 18" />
      <elem eid="11" shape="quad4" nodes="18 16 9 10" />
      <elem eid="12" shape="quad4" nodes="17 18 10 8" />
      <elem eid="13" shape="quad4" nodes="5 19 22 16" />
      <elem eid="14" shape="quad4" nodes="19 2 20 22" />
      <elem eid="15" shape="quad4" nodes="22 20 6 21" />
      <elem eid="16" shape="quad4" nodes="16 22 21 9" />
    </elset>
    <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="PARDISO" omitparameter="" />
    <thermalstress>
      <referencetemperature>0 °C</referencetemperature>
    </thermalstress>
    <displacement selection="displacement_faces">
      <value>0 mm</value>
      <x>1</x>
      <y>0</y>
      <z>0</z>
    </displacement>
    <displacement selection="displacement_faces(2)">
      <value>0 mm</value>
      <x>0</x>
      <y>1</y>
      <z>0</z>
    </displacement>
    <displacement selection="displacement_faces(3)">
      <value>0 mm</value>
      <x>0</x>
      <y>0</y>
      <z>1</z>
    </displacement>
    <fixed selection="" />
    <noderotation selection="" group="Node_Rotation">
      <value>0 °</value>
      <x>1</x>
      <y>0</y>
      <z>0</z>
    </noderotation>
    <noderotation selection="" group="Node_Rotation">
      <value>0 °</value>
      <x>0</x>
      <y>1</y>
      <z>0</z>
    </noderotation>
    <noderotation selection="" group="Node_Rotation">
      <value>0 °</value>
      <x>0</x>
      <y>0</y>
      <z>1</z>
    </noderotation>
    <group name="Node_Rotation" />
    <displacement selection="displacement_faces(4)">
      <value time="0 s">5 mm</value>
      <x>0</x>
      <y>1</y>
      <z>0</z>
    </displacement>
    <mat name="SS316anneledElastic">
      <mechanical type="Isotropic" youngsmodulus="207 GPa" poissonratio="0.3" />
      <density type="Simple" density="7700 kg/m³" />
    </mat>
    <mat name="Law15CompositeShell">
      <geometric type="Plate" thickness="7 mm" />
      <openradioss type="Custom" law="LAW15">
        <fieldcontents>#              RHO_I
                1800   
#                E11                 E22                nu12
                41E9               3.3E9                  .3
#                G12                 G23                 G31
               1.2E9               1.3E9               1.3E9
#                  b                   n                fmax
                8E-6                   1              100000
#              Wpmax              Wpref       Ioff
              100000                   0         0
#          sigma_1yt           sigma_2yt           sigma_1yc          sigma_2yc               alpha
                .786               .1566                .786               .1566                   0
#         sigma_12yc          sigma_12yt                   c           Eps_dot_0       ICC
               .0655               .0655                   0                   0         0
#               beta                Tmax                  S1                  S2                 S12
                   1                 .01                   0                   0                   0
#  Fsmooth                Fcut                  C1                 C12
         0                   0                   0                   0
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|</fieldcontents>
      </openradioss>
    </mat>
    <faceselection name="displacement_faces" direct="true">
      <face eid="13" faceid="1" />
      <face eid="10" faceid="1" />
      <face eid="14" faceid="1" />
      <face eid="9" faceid="1" />
    </faceselection>
    <faceselection name="displacement_faces(2)" direct="true">
      <face eid="13" faceid="1" />
      <face eid="10" faceid="1" />
      <face eid="14" faceid="1" />
      <face eid="9" faceid="1" />
    </faceselection>
    <faceselection name="displacement_faces(3)" direct="true">
      <face eid="13" faceid="1" />
      <face eid="10" faceid="1" />
      <face eid="14" faceid="1" />
      <face eid="9" faceid="1" />
    </faceselection>
    <faceselection name="displacement_faces(4)" direct="true">
      <face eid="7" faceid="3" />
      <face eid="4" faceid="3" />
      <face eid="8" faceid="3" />
      <face eid="3" faceid="3" />
    </faceselection>
  </solution>
</liml>