﻿<liml version="12">
  <analysis type="D31" solver="ccx" timeperiod="10 s" timesteps="1000" stepsize="0.01 s" automatictimestepping="true" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="1" y="0" z="0" />
  <node nid="3" x="1" y="1" z="0" />
  <node nid="4" x="0" y="1" z="0" />
  <node nid="5" x="0" y="0" z="1" />
  <node nid="6" x="1" y="0" z="1" />
  <node nid="7" x="1" y="1" z="1" />
  <node nid="8" x="0" y="1" z="1" />
  <node nid="9" x="0" y="0" z="2" />
  <node nid="10" x="1" y="0" z="2" />
  <node nid="11" x="1" y="1" z="2" />
  <node nid="12" x="0" y="1" z="2" />
  <node nid="13" x="0" y="0" z="3" />
  <node nid="14" x="1" y="0" z="3" />
  <node nid="15" x="1" y="1" z="3" />
  <node nid="16" x="0" y="1" z="3" />
  <node nid="17" x="0.5" y="0" z="2" />
  <node nid="18" x="1" y="0.5" z="2" />
  <node nid="19" x="0.5" y="1" z="2" />
  <node nid="20" x="0" y="0.5" z="2" />
  <node nid="21" x="0.5" y="0" z="3" />
  <node nid="22" x="1" y="0.5" z="3" />
  <node nid="23" x="0.5" y="1" z="3" />
  <node nid="24" x="0" y="0.5" z="3" />
  <node nid="25" x="0" y="0" z="2.5" />
  <node nid="26" x="1" y="0" z="2.5" />
  <node nid="27" x="1" y="1" z="2.5" />
  <node nid="28" x="0" y="1" z="2.5" />
  <node nid="29" x="0.5" y="0" z="2.5" />
  <node nid="30" x="1" y="0.5" z="2.5" />
  <node nid="31" x="0.5" y="1" z="2.5" />
  <node nid="32" x="0" y="0.5" z="2.5" />
  <node nid="33" x="0.5" y="0.5" z="2" />
  <node nid="34" x="0.5" y="0.5" z="3" />
  <node nid="35" x="0.5" y="0.5" z="2.5" />
  <elset name="Component" color="-11051784" expanded="true" material="Ramberg-Osgood">
    <elem eid="1" shape="hex8" nodes="1 2 3 4 5 6 7 8" />
    <elem eid="2" shape="hex8" nodes="32 35 31 28 24 34 23 16" />
    <elem eid="3" shape="hex8" nodes="9 17 33 20 25 29 35 32" />
    <elem eid="4" shape="hex8" nodes="17 10 18 33 29 26 30 35" />
    <elem eid="5" shape="hex8" nodes="33 18 11 19 35 30 27 31" />
    <elem eid="6" shape="hex8" nodes="20 33 19 12 32 35 31 28" />
    <elem eid="7" shape="hex8" nodes="25 29 35 32 13 21 34 24" />
    <elem eid="8" shape="hex8" nodes="29 26 30 35 21 14 22 34" />
    <elem eid="9" shape="hex8" nodes="35 30 27 31 34 22 15 23" />
  </elset>
  <ccxcontact selectionmaster="contact_faces" selectionslave="contact_faces(2)">
    <k>1000000000000 Pa/m</k>
    <frictioncoefficient>0</frictioncoefficient>
    <stickslope>0 Pa/m</stickslope>
  </ccxcontact>
  <fixed selection="fixed_support_faces" />
  <force selection="force_faces">
    <x>0 N</x>
    <y>0 N</y>
    <z time="0 s">-100000 N</z>
    <z time="0.1 s">0 N</z>
  </force>
  <mat name="Ramberg-Osgood">
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.35" />
    <density type="Simple" density="7800 kg/m³" />
    <plastic type="RambergOsgood" yieldstrength="200 GPa" rambergosgoodexponent="5" rambergossgoodalpha="0.002" />
  </mat>
  <mat name="Bilinear">
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.35" />
    <density type="Simple" density="7800 kg/m³" />
    <plastic type="BilinearIsotropic" yieldstrength="200 GPa" tangentmodulus="1 GPa" />
  </mat>
  <faceselection name="contact_faces" direct="true">
    <face eid="3" faceid="1" />
    <face eid="4" faceid="1" />
    <face eid="5" faceid="1" />
    <face eid="6" faceid="1" />
  </faceselection>
  <faceselection name="contact_faces(2)" direct="true">
    <face eid="1" faceid="2" />
  </faceselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="1" faceid="1" />
  </faceselection>
  <faceselection name="force_faces" direct="true">
    <face eid="7" faceid="2" />
    <face eid="8" faceid="2" />
    <face eid="9" faceid="2" />
    <face eid="2" faceid="2" />
  </faceselection>
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="velocity" displayunit="m/s" />
  <fieldvariable name="stress" displayunit="GPa" expanded="true" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="strain energy density" displayunit="GPa" />
  <fieldvariable name="equivalent plastic strain" displayunit="" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>