 <OpenGeoSysProject>

   <meshes>

     <mesh>hex_brick.vtu</mesh>

     <mesh>x0.vtu</mesh>

     <mesh>y0.vtu</mesh>

     <mesh>top.vtu</mesh>

     <mesh>bottom.vtu</mesh>

   </meshes>

   <processes>

     <process>

       <name>SD</name>

       <type>SMALL_DEFORMATION</type>

       <integration_order>3</integration_order>

       <use_b_bar>true</use_b_bar>

       <constitutive_relation>

         <type>LinearElasticIsotropic</type>

         <youngs_modulus>E</youngs_modulus>

         <poissons_ratio>nu</poissons_ratio>

       </constitutive_relation>

       <specific_body_force>0 0 0</specific_body_force>

       <process_variables>

         <process_variable>displacement</process_variable>

       </process_variables>

       <secondary_variables>

         <secondary_variable internal_name="epsilon" output_name="epsilon" />

         <secondary_variable internal_name="sigma" output_name="sigma" />

       </secondary_variables>

     </process>

   </processes>

   <time_loop>

     <processes>

       <process ref="SD">

         <nonlinear_solver>basic_newton</nonlinear_solver>

         <convergence_criterion>

           <type>PerComponentDeltaX</type>

           <norm_type>NORM2</norm_type>

           <reltols>1.0e-13 1.0e-13 1e-13</reltols>

         </convergence_criterion>

         <time_discretization>

           <type>BackwardEuler</type>

         </time_discretization>

         <time_stepping>

           <type>FixedTimeStepping</type>

           <t_initial>0.0</t_initial>

           <t_end>1</t_end>

           <timesteps>

             <pair>

               <repeat>1</repeat>

               <delta_t>1</delta_t>

             </pair>

           </timesteps>

         </time_stepping>

       </process>

     </processes>

     <output>

       <type>VTK</type>

       <prefix>simple_3d_bbar</prefix>

       <timesteps>

         <pair>

           <repeat>1</repeat>

           <each_steps>1</each_steps>

         </pair>

       </timesteps>

       <variables>

         <variable>displacement</variable>

         <variable>epsilon</variable>

         <variable>sigma</variable>

       </variables>

       <suffix>ts{:timestep}_t_{:time}</suffix>

     </output>

   </time_loop>

   <media>

     <medium>

       <phases>

         <phase>

           <type>Solid</type>

           <properties>

             <property>

               <name>density</name>

               <type>Parameter</type>

               <parameter_name>rho</parameter_name>

             </property>

           </properties>

         </phase>

       </phases>

     </medium>

   </media>

   <parameters>

     <parameter>

       <name>E</name>

       <type>Constant</type>

       <value>1.0E+10</value>

     </parameter>

     <parameter>

       <name>nu</name>

       <type>Constant</type>

       <value>0.499</value>

     </parameter>

     <parameter>

       <name>rho</name>

       <type>Constant</type>

       <value>0.0</value>

     </parameter>

     <parameter>

       <name>zero</name>

       <type>Constant</type>

       <value>0.0</value>

     </parameter>

     <parameter>

       <name>u0</name>

       <type>Constant</type>

       <values>0 0 0</values>

     </parameter>

     <parameter>

       <name>load</name>

       <type>Constant</type>

       <values>-10e+6</values>

     </parameter>

   </parameters>

   <process_variables>

     <process_variable>

       <name>displacement</name>

       <components>3</components>

       <order>1</order>

       <initial_condition>u0</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <mesh>bottom</mesh>

           <type>Dirichlet</type>

           <component>2</component>

           <parameter>zero</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>x0</mesh>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>zero</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>y0</mesh>

           <type>Dirichlet</type>

           <component>1</component>

           <parameter>zero</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>top</mesh>

           <type>Neumann</type>

           <component>2</component>

           <parameter>load</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

   </process_variables>

   <nonlinear_solvers>

     <nonlinear_solver>

       <name>basic_newton</name>

       <type>Newton</type>

       <max_iter>10</max_iter>

       <linear_solver>general_linear_solver</linear_solver>

     </nonlinear_solver>

   </nonlinear_solvers>

   <linear_solvers>

     <linear_solver>

       <name>general_linear_solver</name>

       <eigen>

         <solver_type>SparseLU</solver_type>

         <scaling>true</scaling>

       </eigen>

     </linear_solver>

   </linear_solvers>

 </OpenGeoSysProject>