OGS
cube_1e0_dp.prj
<
OpenGeoSysProject
>
<
mesh
>..
/
cube_1x1x1_hex_1e0.vtu</mesh>
<
geometry
>..
/
cube_1x1x1.gml</geometry>
<
processes
>
<
process
>
<
name
>SD</name>
<
type
>
SMALL_DEFORMATION
</type>
<
integration_order
>2</integration_order>
<constitutive_relation>
<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>
<
specific_body_force
>0 0 0</specific_body_force>
<
process_variables
>
<
process_variable
>displacement</process_variable>
</process_variables>
<
secondary_variables
>
<
secondary_variable
name="sigma" />
<
secondary_variable
name="epsilon" />
</secondary_variables>
</process>
</processes>
<
time_loop
>
<
processes
>
<
process
ref
="SD">
<
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
>
FixedTimeStepping
</type>
<
t_initial
>0</t_initial>
<
t_end
>5.1</t_end>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
delta_t
>0.05</delta_t>
</pair>
<
pair
>
<
repeat
>1000</repeat>
<
delta_t
>0.025</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<
output
>
<
type
>
VTK
</type>
<
prefix
>cube_1e0_dp</prefix>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>1</each_steps>
</pair>
</timesteps>
<
variables
>
<
variable
>displacement</variable>
<
variable
>sigma</variable>
<
variable
>epsilon</variable>
</variables>
<
suffix
>
ts
{:timestep}_t_{:time}</suffix>
</output>
</time_loop>
<
media
>
<
medium
>
<
phases
>
<
phase
>
<
type
>
Solid
</type>
<
properties
>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>1</value>
</property>
</properties>
</phase>
</phases>
</medium>
</media>
<
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
>displacement0</name>
<
type
>
Constant
</type>
<
values
>0 0 0</values>
</parameter>
<
parameter
>
<
name
>Dirichlet_left</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>Dirichlet_bottom</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>Dirichlet_front</name>
<
type
>
Constant
</type>
<
value
>0.</value>
</parameter>
<
parameter
>
<
name
>Dirichlet_top_spatial</name>
<
type
>
Constant
</type>
<
value
>1</value>
</parameter>
<
parameter
>
<
name
>Neumann_spatial</name>
<
type
>
Constant
</type>
<
value
>1</value>
</parameter>
<
parameter
>
<
name
>Dirichlet_top</name>
<
type
>
CurveScaled
</type>
<
curve
>Dirichlet_top_temporal</curve>
<
parameter
>Dirichlet_top_spatial</parameter>
</parameter>
<
parameter
>
<
name
>Neumann_force_right</name>
<
type
>
CurveScaled
</type>
<
curve
>Neumann_temporal_right</curve>
<
parameter
>Neumann_spatial</parameter>
</parameter>
<
parameter
>
<
name
>Neumann_force_top</name>
<
type
>
CurveScaled
</type>
<
curve
>Neumann_temporal_top</curve>
<
parameter
>Neumann_spatial</parameter>
</parameter>
</parameters>
<
curves
>
<
curve
>
<
name
>Dirichlet_top_temporal</name>
<coords>0.0 4.8 5.1</coords>
<values>0.0 -0.004 -0.003</values>
</curve>
<
curve
>
<
name
>Neumann_temporal_right</name>
<coords>0.0 5.1</coords>
<values>0.0 0.0</values>
</curve>
<
curve
>
<
name
>Neumann_temporal_top</name>
<coords>0.0 5.1</coords>
<values>0 0.0</values>
</curve>
</curves>
<
process_variables
>
<
process_variable
>
<
name
>displacement</name>
<
components
>3</components>
<
order
>1</order>
<
initial_condition
>displacement0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>left</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>Dirichlet_left</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>front</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>Dirichlet_front</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>bottom</geometry>
<
type
>
Dirichlet
</type>
<
component
>2</component>
<
parameter
>Dirichlet_bottom</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>right</geometry>
<
type
>
Neumann
</type>
<
component
>0</component>
<
parameter
>Neumann_force_right</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>back</geometry>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>Dirichlet_top</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>cube_1x1x1_geometry</geometrical_set>
<
geometry
>top</geometry>
<
type
>
Neumann
</type>
<
component
>2</component>
<
parameter
>Neumann_force_top</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<
nonlinear_solvers
>
<
nonlinear_solver
>
<
name
>basic_newton</name>
<
type
>
Newton
</type>
<
max_iter
>50</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
>BiCGSTAB</solver_type>
<
precon_type
>NONE</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>
OGS CTests—Project Files
Mechanics
Ehlers
MFront
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