﻿<liml version="14">
  <analysis type="S30" solver="ccx" />
  <node nid="1" x="0" y="0" z="0" />
  <node nid="2" x="0.001" y="0" z="0" />
  <node nid="3" x="0.001" y="0.001" z="0" />
  <node nid="4" x="0" y="0.001" z="0" />
  <node nid="5" x="0" y="0" z="0.001" />
  <node nid="6" x="0.001" y="0" z="0.001" />
  <node nid="7" x="0.001" y="0.001" z="0.001" />
  <node nid="8" x="0" y="0.001" z="0.001" />
  <elset name="Component" color="-10139520" expanded="true" material="Core">
    <elem eid="1" shape="hex8" nodes="1 2 3 4 5 6 7 8" />
  </elset>
  <displacement selection="displacement_faces">
    <value>0 mm</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <displacement selection="displacement_faces(2)">
    <value>0 mm</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="displacement_faces(3)">
    <value>0 mm</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <surfacepressure selection="pressure_faces">
    <normal>1 Pa</normal>
  </surfacepressure>
  <orientation selection="element_orientation_elements">
    <ux>0</ux>
    <uy>0</uy>
    <uz>1</uz>
    <vx>1</vx>
    <vy>0</vy>
    <vz>0</vz>
    <angleu>0 °</angleu>
  </orientation>
  <mat name="Core">
    <mechanical type="Orthotropic" youngsmodulusu="1 Pa" youngsmodulusv="2 Pa" youngsmodulusw="3 Pa" poissonratiouv="0.1" poissonratiovw="0.2" poissonratiowu="0.3" shearmodulusuv="4 Pa" shearmodulusvw="5 Pa" shearmoduluswu="6 Pa" thermalexpansionu="0.004 1/K" thermalexpansionv="0.005 1/K" thermalexpansionw="0.006 1/K" />
    <density type="Simple" density="1.58 g/cm³" />
  </mat>
  <faceselection name="displacement_faces" direct="true">
    <face eid="1" faceid="1" />
  </faceselection>
  <faceselection name="displacement_faces(2)" direct="true">
    <face eid="1" faceid="1" />
  </faceselection>
  <faceselection name="displacement_faces(3)" direct="true">
    <face eid="1" faceid="1" />
  </faceselection>
  <faceselection name="pressure_faces" direct="true">
    <face eid="1" faceid="2" />
  </faceselection>
  <elementselection name="element_orientation_elements" direct="true">
    <element eid="1" />
  </elementselection>
  <fieldvariable name="displacement" displayunit="mm" expanded="true" />
  <fieldvariable name="von Mises stress" displayunit="Pa" />
  <fieldvariable name="stress" displayunit="Pa" expanded="true" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>