 <OpenGeoSysProject>

   <mesh>two_joints_close_opposite.vtu</mesh>

   <geometry>single_joint.gml</geometry>

   <processes>

     <process>

       <name>SD</name>

       <type>SMALL_DEFORMATION_WITH_LIE</type>

       <integration_order>2</integration_order>

       <process_variables>

         <process_variable>displacement</process_variable>

         <process_variable>displacement_jump1</process_variable>

         <process_variable>displacement_jump2</process_variable>

       </process_variables>

       <constitutive_relation>

         <type>LinearElasticIsotropic</type>

         <youngs_modulus>E</youngs_modulus>

         <poissons_ratio>nu</poissons_ratio>

       </constitutive_relation>

       <fracture_model>

         <type>LinearElasticIsotropic</type>

         <normal_stiffness>Kn</normal_stiffness>

         <shear_stiffness>Ks</shear_stiffness>

         <penalty_aperture_cutoff>1e-5</penalty_aperture_cutoff>

         <tension_cutoff>1</tension_cutoff>

       </fracture_model>

       <fracture_properties>

         <material_id>1</material_id>

         <initial_aperture>aperture0</initial_aperture>

       </fracture_properties>

       <fracture_properties>

         <material_id>2</material_id>

         <initial_aperture>aperture0</initial_aperture>

       </fracture_properties>

       <secondary_variables>

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

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

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

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

       </secondary_variables>

     </process>

   </processes>

   <time_loop>

     <processes>

       <process ref="SD">

         <nonlinear_solver>basic_newton</nonlinear_solver>

         <convergence_criterion>

           <type>Residual</type>

           <norm_type>NORM2</norm_type>

           <abstol>1e-6</abstol>

         </convergence_criterion>

         <time_discretization>

           <type>BackwardEuler</type>

         </time_discretization>

         <time_stepping>

           <type>FixedTimeStepping</type>

           <t_initial>0</t_initial>

           <t_end>1</t_end>

           <timesteps>

             <pair>

               <repeat>1</repeat>

               <delta_t>1.0</delta_t>

             </pair>

           </timesteps>

         </time_stepping>

       </process>

     </processes>

     <output>

       <type>VTK</type>

       <prefix>two_joints</prefix>

       <timesteps>

         <pair>

           <repeat>1</repeat>

           <each_steps>10000000</each_steps>

         </pair>

       </timesteps>

       <variables>

         <variable>displacement</variable>

         <variable>displacement_jump1</variable>

         <variable>displacement_jump2</variable>

         <variable>sigma</variable>

         <variable>epsilon</variable>

         <variable>fracture_stress</variable>

         <variable>fracture_aperture</variable>

         <variable>sigma_avg</variable>

         <variable>local_jump_w_avg</variable>

         <variable>fracture_stress_avg</variable>

         <variable>fracture_aperture_avg</variable>

       </variables>

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

     </output>

   </time_loop>

   <parameters>

     <parameter>

       <name>E</name>

       <type>Constant</type>

       <value>170e6</value>

     </parameter>

     <parameter>

       <name>nu</name>

       <type>Constant</type>

       <value>0.22</value>

     </parameter>

     <parameter>

       <name>Kn</name>

       <type>Constant</type>

       <value>1e12</value>

     </parameter>

     <parameter>

       <name>Ks</name>

       <type>Constant</type>

       <value>1e9</value>

     </parameter>

     <parameter>

       <name>displacement0</name>

       <type>Constant</type>

       <values>0 0</values>

     </parameter>

     <parameter>

       <name>aperture0</name>

       <type>Constant</type>

       <value>1e-5</value>

     </parameter>

     <parameter>

       <name>load</name>

       <type>Constant</type>

       <value>-7e+3</value>

     </parameter>

     <parameter>

       <name>zero_u</name>

       <type>Constant</type>

       <value>0</value>

     </parameter>

   </parameters>

   <process_variables>

     <process_variable>

       <name>displacement</name>

       <components>2</components>

       <order>1</order>

       <initial_condition>displacement0</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <geometrical_set>single_joint</geometrical_set>

           <geometry>PLY_BOTTOM</geometry>

           <type>Dirichlet</type>

           <component>1</component>

           <parameter>zero_u</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>single_joint</geometrical_set>

           <geometry>POINT0</geometry>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>zero_u</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>single_joint</geometrical_set>

           <geometry>PLY_TOP</geometry>

           <type>Neumann</type>

           <component>1</component>

           <parameter>load</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

     <process_variable>

       <name>displacement_jump1</name>

       <components>2</components>

       <order>1</order>

       <initial_condition>displacement0</initial_condition>

       <boundary_conditions />

     </process_variable>

     <process_variable>

       <name>displacement_jump2</name>

       <components>2</components>

       <order>1</order>

       <initial_condition>displacement0</initial_condition>

       <boundary_conditions />

     </process_variable>

   </process_variables>

   <nonlinear_solvers>

     <nonlinear_solver>

       <name>basic_newton</name>

       <type>Newton</type>

       <max_iter>4</max_iter>

       <linear_solver>general_linear_solver</linear_solver>

     </nonlinear_solver>

   </nonlinear_solvers>

   <linear_solvers>

     <linear_solver>

       <name>general_linear_solver</name>

       <lis>-i bicgstab -p jacobi -tol 1e-16 -maxiter 10000</lis>

       <eigen>

         <solver_type>CG</solver_type>

         <precon_type>DIAGONAL</precon_type>

         <max_iteration_step>10000</max_iteration_step>

         <error_tolerance>1e-16</error_tolerance>

       </eigen>

       <petsc>

         <prefix>sd</prefix>

         <parameters>-sd_ksp_type cg -sd_pc_type bjacobi -sd_ksp_rtol 1e-16 -sd_ksp_max_it 10000</parameters>

       </petsc>

     </linear_solver>

   </linear_solvers>

 </OpenGeoSysProject>