﻿<liml version="16">
  <analysis type="L30" solver="ccx" timeperiod="541.6 s" stepsize="10 s" automatictimestepping="true" maxstepsize="10 s" />
  <timesteps timeperiod="541.6 s" stepsize="10 s" automatictimestepping="true" maxstepsize="10 s" />
  <node nid="1" x="0" y="0.003" z="0.001" />
  <node nid="2" x="-0.0005" y="0.003" z="0" />
  <node nid="3" x="0" y="0.0035" z="0.0005" />
  <node nid="4" x="0" y="0.003" z="0" />
  <node nid="5" x="0" y="0.0025" z="0.001" />
  <node nid="6" x="-0.0005" y="0.003" z="0.001" />
  <node nid="7" x="0.0005" y="0.003" z="0.0005" />
  <node nid="8" x="-0.0005" y="0.003" z="0.0005" />
  <node nid="9" x="-0.0005" y="0.0025" z="0" />
  <node nid="10" x="0.0005" y="0.0025" z="0" />
  <node nid="11" x="0.0005" y="0.0035" z="0" />
  <node nid="12" x="-0.0005" y="0.0035" z="0" />
  <node nid="13" x="-0.0005" y="0.0025" z="0.001" />
  <node nid="14" x="0.0005" y="0.0025" z="0.001" />
  <node nid="15" x="0.0005" y="0.0035" z="0.001" />
  <node nid="16" x="-0.0005" y="0.0035" z="0.001" />
  <node nid="17" x="0.0005" y="0.003" z="0.001" />
  <node nid="18" x="0" y="0.0035" z="0.001" />
  <node nid="19" x="0" y="0.0025" z="0.0005" />
  <node nid="20" x="-0.0005" y="0.0025" z="0.0005" />
  <node nid="21" x="0" y="0.003" z="0.0005" />
  <node nid="22" x="0" y="0.0025" z="0" />
  <node nid="23" x="0.0005" y="0.0025" z="0.0005" />
  <node nid="24" x="0.0005" y="0.0035" z="0.0005" />
  <node nid="25" x="-0.0005" y="0.0035" z="0.0005" />
  <node nid="26" x="0.0005" y="0.003" z="0" />
  <node nid="27" x="0" y="0.0035" z="0" />
  <elset name="S355" color="-8323200" expanded="true" material="S355_DNV-RP-C208_True_(541.6)">
    <elem eid="1" shape="hex8" nodes="20 19 21 8 13 5 1 6" />
    <elem eid="2" shape="hex8" nodes="19 23 7 21 5 14 17 1" />
    <elem eid="3" shape="hex8" nodes="21 7 24 3 1 17 15 18" />
    <elem eid="4" shape="hex8" nodes="8 21 3 25 6 1 18 16" />
    <elem eid="5" shape="hex8" nodes="9 22 4 2 20 19 21 8" />
    <elem eid="6" shape="hex8" nodes="22 10 26 4 19 23 7 21" />
    <elem eid="7" shape="hex8" nodes="4 26 11 27 21 7 24 3" />
    <elem eid="8" shape="hex8" nodes="2 4 27 12 8 21 3 25" />
  </elset>
  <surfacepressure selection="pressure_faces" name="P355_(Set_time=550)" group="Pressure_Load">
    <normal unit="MPa" timeunit="s" positionunit="mm">t</normal>
  </surfacepressure>
  <displacement selection="displacement_nodes" group="BC">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_nodes(2)" group="BC">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <frictionless selection="frictionless_support_faces" group="BC">
    <displacement>0 mm</displacement>
  </frictionless>
  <elementtype selection="Eall" shape="hex8" type="C3D8R" />
  <group name="Pressure_Load" />
  <group name="BC" />
  <ccxstep><![CDATA[*EL FILE
SDV]]></ccxstep>
  <ccxmodifykeyword action="setparameter" keyword="STEP" setparameter="NLGEOM" value="OFF" omitparameter="" />
  <mat name="S355_DNV-RP-C208_True_(541.6)">
    <mechanical type="Isotropic" youngsmodulus="210 GPa" poissonratio="0.3" />
    <density type="Simple" density="7850 kg/m³" />
    <plastic type="Isotropic">
      <hardeningcurve strain="0" stress="0 MPa" />
      <hardeningcurve strain="0.00152380952380952" stress="320 MPa" />
      <hardeningcurve strain="0.00500809523809524" stress="357 MPa" />
      <hardeningcurve strain="0.0212238095238095" stress="366.1 MPa" />
      <hardeningcurve strain="0.14062380952381" stress="541.6 MPa" />
      <hardeningcurve strain="0.501523809523809" stress="541.6 MPa" />
    </plastic>
  </mat>
  <nodeselection name="displacement_nodes" direct="true">
    <node nid="4" />
    <node nid="1" />
    <node nid="21" />
    <node nid="26" />
    <node nid="2" />
    <node nid="17" />
    <node nid="6" />
    <node nid="7" />
    <node nid="8" />
  </nodeselection>
  <nodeselection name="displacement_nodes(2)" direct="true">
    <node nid="4" />
    <node nid="1" />
    <node nid="21" />
    <node nid="22" />
    <node nid="27" />
    <node nid="5" />
    <node nid="18" />
    <node nid="19" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="355_REF_POINT">
    <node nid="21" />
  </nodeselection>
  <faceselection name="frictionless_support_faces" direct="true">
    <face eid="5" faceid="1" />
    <face eid="6" faceid="1" />
    <face eid="7" faceid="1" />
    <face eid="8" faceid="1" />
  </faceselection>
  <faceselection name="pressure_faces" direct="true">
    <face eid="4" faceid="2" />
    <face eid="1" faceid="2" />
    <face eid="3" faceid="2" />
    <face eid="2" faceid="2" />
  </faceselection>
  <elementselection name="Eall">
    <element eid="6" />
    <element eid="7" />
    <element eid="8" />
    <element eid="2" />
    <element eid="3" />
    <element eid="4" />
    <element eid="5" />
    <element eid="1" />
  </elementselection>
  <fieldvariable name="displacement" displayunit="m" />
  <fieldvariable name="von Mises stress" displayunit="GPa" />
  <fieldvariable name="stress" displayunit="GPa" />
  <fieldvariable name="principal stress" displayunit="GPa" />
  <fieldvariable name="equivalent plastic strain" displayunit="" />
  <fieldvariable name="strain" displayunit="" />
  <fieldvariable name="principal strain" displayunit="" />
  <fieldvariable name="external force" displayunit="N" />
  <table />
  <formula name="formula" displayunit="" fieldscalar="formula">
    <formula>sdv1</formula>
  </formula>
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>