OGS
square_1e1_2_matIDs_restart.prj
<
OpenGeoSysProject
>
<
mesh
>square_1e1_2_matIDs_t_0.7000.vtu</mesh>
<
geometry
>square_1x1.gml</geometry>
<
processes
>
<
process
>
<
name
>TH2M</name>
<
type
>
TH2M
</type>
<
integration_order
>2</integration_order>
<constitutive_relation id="0">
<type>
MFront
</type>
<
behaviour
>DruckerPrager</behaviour>
<
material_properties
>
<
material_property
name
="YoungModulus"
parameter
="E" />
<
material_property
name
="PoissonRatio"
parameter
="nu" />
<
material_property
name
="Cohesion"
parameter
="kappa" />
<
material_property
name
="FrictionParameter"
parameter
="beta" />
<
material_property
name
="DilatancyParameter"
parameter
="beta" />
</material_properties>
</constitutive_relation>
<constitutive_relation id="1">
<type>
Ehlers
</type>
<
shear_modulus
>G</shear_modulus>
<
bulk_modulus
>K</bulk_modulus>
<
kappa
>kappa</kappa>
<
beta
>beta</beta>
<
gamma
>gamma</gamma>
<
hardening_modulus
>hard</hardening_modulus>
<
alpha
>alpha</alpha>
<
delta
>delta</delta>
<
eps
>epsilon</eps>
<
m
>m</m>
<
alphap
>alphap</alphap>
<
deltap
>deltap</deltap>
<
epsp
>epsilonp</epsp>
<
mp
>mp</mp>
<
betap
>betap</betap>
<
gammap
>gammap</gammap>
<
tangent_type
>Plastic</tangent_type>
<
nonlinear_solver
>
<maximum_iterations>1000</maximum_iterations>
<residuum_tolerance>1e-14</residuum_tolerance>
<increment_tolerance>1e-14</increment_tolerance>
</nonlinear_solver>
</constitutive_relation>
<
reference_temperature
>zero</reference_temperature>
<
process_variables
>
<
gas_pressure
>gas_pressure</gas_pressure>
<
capillary_pressure
>capillary_pressure</capillary_pressure>
<
temperature
>temperature</temperature>
<
displacement
>displacement</displacement>
</process_variables>
<
secondary_variables
>
<
secondary_variable
internal_name
="velocity_gas"
output_name
="velocity_gas" />
<
secondary_variable
internal_name
="velocity_liquid"
output_name
="velocity_liquid" />
<
secondary_variable
internal_name
="sigma"
output_name
="sigma" />
<
secondary_variable
internal_name
="epsilon"
output_name
="epsilon" />
<
secondary_variable
internal_name
="EquivalentPlasticStrain"
output_name
="EquivalentPlasticStrain" />
<
secondary_variable
internal_name
="eps_p.D"
output_name
="eps_p.D" />
<
secondary_variable
internal_name
="eps_p.V"
output_name
="eps_p.V" />
<
secondary_variable
internal_name
="eps_p.eff"
output_name
="eps_p.eff" />
</secondary_variables>
<
specific_body_force
>0 0</specific_body_force>
</process>
</processes>
<
media
>
<
medium
id
="0,1">
<
phases
>
<
phase
>
<
type
>
Gas
</type>
<
properties
>
<
property
>
<
name
>specific_heat_capacity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>thermal_conductivity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>molar_mass</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>viscosity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
</properties>
</phase>
<
phase
>
<
type
>
AqueousLiquid
</type>
<
properties
>
<
property
>
<
name
>viscosity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>specific_heat_capacity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
</properties>
</phase>
<
phase
>
<
type
>
Solid
</type>
<
properties
>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>specific_heat_capacity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>thermal_expansivity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
</properties>
</phase>
</phases>
<
properties
>
<
property
>
<
name
>porosity</name>
<
type
>
Constant
</type>
<
value
>0</value>
</property>
<
property
>
<
name
>biot_coefficient</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>saturation</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>permeability</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>relative_permeability</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>relative_permeability_nonwetting_phase</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>thermal_conductivity</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
<
property
>
<
name
>bishops_effective_stress</name>
<
type
>
BishopsPowerLaw
</type>
<
exponent
>1</exponent>
</property>
</properties>
</medium>
</media>
<
time_loop
>
<
processes
>
<
process
ref
="TH2M">
<
nonlinear_solver
>basic_newton</nonlinear_solver>
<
convergence_criterion
>
<
type
>
DeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
abstol
>1e-14</abstol>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
IterationNumberBasedTimeStepping
</type>
<
t_initial
>0.7</t_initial>
<
t_end
>1</t_end>
<
initial_dt
>0.00126328</initial_dt>
<
minimum_dt
>1.e-3</minimum_dt>
<
maximum_dt
>1.e-1</maximum_dt>
<
number_iterations
>1 3 5 10 15</number_iterations>
<
multiplier
>1.2 1.05 0.95 0.8 0.6</multiplier>
</time_stepping>
</process>
</processes>
<
output
>
<
type
>
VTK
</type>
<
prefix
>square_1e1_2_matIDs_restart</prefix>
<
suffix
>
t
{:.4ftime}</suffix>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>10000</each_steps>
</pair>
</timesteps>
<
fixed_output_times
>.1 .2 .3 .4 .5 .57 .6 .7 .8 .9 1</fixed_output_times>
<
variables
>
<
variable
>gas_pressure</variable>
<
variable
>capillary_pressure</variable>
<
variable
>temperature</variable>
<
variable
>displacement</variable>
<
variable
>sigma</variable>
<
variable
>epsilon</variable>
<
variable
>EquivalentPlasticStrain</variable>
<
variable
>eps_p.D</variable>
<
variable
>eps_p.V</variable>
<
variable
>eps_p.eff</variable>
<
variable
>NodalForces</variable>
</variables>
</output>
</time_loop>
<
parameters
>
<
parameter
>
<
name
>E</name>
<
type
>
Constant
</type>
<
value
>360</value>
</parameter>
<
parameter
>
<
name
>nu</name>
<
type
>
Constant
</type>
<
value
>0.2</value>
</parameter>
<
parameter
>
<
name
>kappa</name>
<
type
>
Constant
</type>
<
value
>0.0866</value>
</parameter>
<
parameter
>
<
name
>beta</name>
<
type
>
Constant
</type>
<
value
>0.1667</value>
</parameter>
<
parameter
>
<
name
>G</name>
<
type
>
Constant
</type>
<
value
>150.</value>
</parameter>
<
parameter
>
<
name
>K</name>
<
type
>
Constant
</type>
<
value
>200.</value>
</parameter>
<
parameter
>
<
name
>gamma</name>
<
type
>
Constant
</type>
<
value
>1.</value>
</parameter>
<
parameter
>
<
name
>hard</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>alpha</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>delta</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>epsilon</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>m</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>alphap</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>deltap</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>epsilonp</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>mp</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>betap</name>
<
type
>
Constant
</type>
<
value
>0.1667</value>
</parameter>
<
parameter
>
<
name
>gammap</name>
<
type
>
Constant
</type>
<
value
>1.</value>
</parameter>
<
parameter
>
<
name
>displacement0</name>
<
type
>
MeshNode
</type>
<
field_name
>displacement</field_name>
</parameter>
<
parameter
>
<
name
>zero</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>dirichletLinearNeg</name>
<
type
>
Function
</type>
<
expression
>-0.0005*t</expression>
</parameter>
<
parameter
>
<
name
>dirichletLinearPos</name>
<
type
>
Function
</type>
<
expression
>0.0005*t</expression>
</parameter>
</parameters>
<
process_variables
>
<
process_variable
>
<
name
>temperature</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>zero</initial_condition>
<
deactivated_subdomains
>
<
deactivated_subdomain
>
<
time_interval
>
<
start
>0</start>
<
end
>1</end>
</time_interval>
<
material_ids
>0 1</material_ids>
<
boundary_parameter
>zero</boundary_parameter>
</deactivated_subdomain>
</deactivated_subdomains>
</process_variable>
<
process_variable
>
<
name
>gas_pressure</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>zero</initial_condition>
<
deactivated_subdomains
>
<
deactivated_subdomain
>
<
time_interval
>
<
start
>0</start>
<
end
>1</end>
</time_interval>
<
material_ids
>0 1</material_ids>
<
boundary_parameter
>zero</boundary_parameter>
</deactivated_subdomain>
</deactivated_subdomains>
</process_variable>
<
process_variable
>
<
name
>capillary_pressure</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>zero</initial_condition>
<
deactivated_subdomains
>
<
deactivated_subdomain
>
<
time_interval
>
<
start
>0</start>
<
end
>1</end>
</time_interval>
<
material_ids
>0 1</material_ids>
<
boundary_parameter
>zero</boundary_parameter>
</deactivated_subdomain>
</deactivated_subdomains>
</process_variable>
<
process_variable
>
<
name
>displacement</name>
<
components
>2</components>
<
order
>1</order>
<
initial_condition
>displacement0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>square_1x1_geometry</geometrical_set>
<
geometry
>left</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>square_1x1_geometry</geometrical_set>
<
geometry
>bottom</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>square_1x1_geometry</geometrical_set>
<
geometry
>right</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>dirichletLinearPos</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>square_1x1_geometry</geometrical_set>
<
geometry
>top</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>dirichletLinearNeg</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<
nonlinear_solvers
>
<
nonlinear_solver
>
<
name
>basic_newton</name>
<
type
>
Newton
</type>
<
max_iter
>20</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
>BiCGSTAB</solver_type>
<
precon_type
>NONE</precon_type>
<
max_iteration_step
>10000</max_iteration_step>
<
error_tolerance
>1e-16</error_tolerance>
</eigen>
</linear_solver>
</linear_solvers>
<
test_definition
>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>displacement</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>sigma</field>
<
absolute_tolerance
>1e-14</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>epsilon</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>EquivalentPlasticStrain</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>eps_p.D</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>eps_p.V</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>eps_p.eff</field>
<
absolute_tolerance
>1e-15</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
regex
>square_1e1_2_matIDs_restart_t_.*.vtu</regex>
<
field
>NodalForces</field>
<
absolute_tolerance
>3e-12</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
OGS CTests—Project Files
TH2M
M
MultiMaterialEhlers
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