OGS
total_initial_stress_HM.prj
<
OpenGeoSysProject
>
<
mesh
>cube_1x1x1_hex_1e0.vtu</mesh>
<
geometry
>cube_1x1x1.gml</geometry>
<
processes
>
<
process
>
<
name
>HM</name>
<
type
>
HYDRO_MECHANICS
</type>
<
integration_order
>2</integration_order>
<constitutive_relation>
<type>
LinearElasticIsotropic
</type>
<
youngs_modulus
>YoungModulus</youngs_modulus>
<
poissons_ratio
>PoissonRatio</poissons_ratio>
</constitutive_relation>
<
initial_stress
type
="total">sigma0</initial_stress>
<
process_variables
>
<
pressure
>pressure</pressure>
<
displacement
>displacement</displacement>
</process_variables>
<
specific_body_force
>0 0.0 0.0</specific_body_force>
<
secondary_variables
>
<
secondary_variable
internal_name
="sigma"
output_name
="sigma" />
</secondary_variables>
</process>
</processes>
<
media
>
<
medium
>
<
phases
>
<
phase
>
<
type
>
Gas
</type>
<
properties
>
<
property
>
<
name
>viscosity</name>
<
type
>
Constant
</type>
<
value
>1.0e-3</value>
</property>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1000.0</value>
</property>
</properties>
</phase>
<
phase
>
<
type
>
Solid
</type>
<
properties
>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>0.0</value>
</property>
</properties>
</phase>
</phases>
<
properties
>
<
property
>
<
name
>porosity</name>
<
type
>
Constant
</type>
<
value
>0.2</value>
</property>
<
property
>
<
name
>biot_coefficient</name>
<
type
>
Constant
</type>
<
value
>0.8</value>
</property>
<
property
>
<
name
>permeability</name>
<
type
>
Constant
</type>
<
value
>1.0e-9</value>
</property>
<
property
>
<
name
>reference_temperature</name>
<
type
>
Constant
</type>
<
value
>293.15</value>
</property>
</properties>
</medium>
</media>
<
parameters
>
<
parameter
>
<
name
>YoungModulus</name>
<
type
>
Constant
</type>
<
value
>1.e9</value>
</parameter>
<
parameter
>
<
name
>PoissonRatio</name>
<
type
>
Constant
</type>
<
value
>0.40</value>
</parameter>
<
parameter
>
<
name
>p0</name>
<
type
>
Constant
</type>
<
values
>1e+6</values>
</parameter>
<
parameter
>
<
name
>u0</name>
<
type
>
Constant
</type>
<
values
>0.0 0.0 0.0</values>
</parameter>
<
parameter
>
<
name
>zero</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>sigma0</name>
<
type
>
Constant
</type>
<
values
>-0.8e6 -0.8e6 -2.0e6 0.0 0.0 0.0</values>
</parameter>
<
parameter
>
<
name
>load</name>
<
type
>
Constant
</type>
<
value
>-2e+6</value>
</parameter>
</parameters>
<
process_variables
>
<
process_variable
>
<
name
>pressure</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>p0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>top</geometry>
<
type
>
Dirichlet
</type>
<
parameter
>p0</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>bottom</geometry>
<
type
>
Dirichlet
</type>
<
parameter
>p0</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<
process_variable
>
<
name
>displacement</name>
<
components
>3</components>
<
order
>1</order>
<
initial_condition
>u0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>top</geometry>
<
type
>
Neumann
</type>
<
component
>2</component>
<
parameter
>load</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>left</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>right</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>front</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>back</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>bottom</geometry>
<
type
>
Dirichlet
</type>
<
component
>2</component>
<
parameter
>zero</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<
time_loop
>
<
processes
>
<
process
ref
="HM">
<
nonlinear_solver
>basic_newton</nonlinear_solver>
<
convergence_criterion
>
<
type
>
PerComponentDeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
abstols
>1e-9 1e-9 1e-9 1e-9</abstols>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
FixedTimeStepping
</type>
<
t_initial
>0</t_initial>
<
t_end
>1e6</t_end>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
delta_t
>1e6</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<
output
>
<
type
>
VTK
</type>
<
prefix
>total_initial_stress_HM</prefix>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>1</each_steps>
</pair>
</timesteps>
<
variables
>
<
variable
>displacement</variable>
<
variable
>pressure</variable>
<
variable
>sigma</variable>
</variables>
<
suffix
>
ts
{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<
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>
<
test_definition
>
<
vtkdiff
>
<
regex
>total_initial_stress_HM_ts_.*_t_.*.vtu</regex>
<
field
>pressure</field>
<
absolute_tolerance
>1.0e-10</absolute_tolerance>
<
relative_tolerance
>1.e-10</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>total_initial_stress_HM_ts_.*_t_.*.vtu</regex>
<
field
>sigma</field>
<
absolute_tolerance
>1.0e-8</absolute_tolerance>
<
relative_tolerance
>1.e-10</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
OGS CTests—Project Files
HydroMechanics
TotalInitialStress
Generated by
1.14.0