OGS
kirsch.prj
<
OpenGeoSysProject
>
<
meshes
>
<
mesh
>domain.vtu</mesh>
<
mesh
>left.vtu</mesh>
<
mesh
>right.vtu</mesh>
<
mesh
>top.vtu</mesh>
<
mesh
>bottom.vtu</mesh>
<
mesh
>arc.vtu</mesh>
</meshes>
<
processes
>
<
process
>
<
name
>SD</name>
<
type
>
SMALL_DEFORMATION
</type>
<
integration_order
>4</integration_order>
<constitutive_relation id="*">
<type>
LinearElasticIsotropic
</type>
<
youngs_modulus
>E</youngs_modulus>
<
poissons_ratio
>nu</poissons_ratio>
</constitutive_relation>
<
specific_body_force
>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>
<
initial_stress
>sigma0</initial_stress>
</process>
</processes>
<
time_loop
>
<
processes
>
<
process
ref
="SD">
<
nonlinear_solver
>basic_newton</nonlinear_solver>
<
convergence_criterion
>
<
type
>
PerComponentDeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
abstols
>1.e-09 1.e-09</abstols>
<
reltols
>1.e-09 1.e-09</reltols>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
IterationNumberBasedTimeStepping
</type>
<
t_initial
>0.0</t_initial>
<
t_end
>345600.0</t_end>
<
initial_dt
>10000</initial_dt>
<
minimum_dt
>1e1</minimum_dt>
<
maximum_dt
>17280</maximum_dt>
<
number_iterations
>1 4 10 15 20 25 31</number_iterations>
<
multiplier
>1.5 1.3 1.2 1.1 0.8 0.7 0.6</multiplier>
</time_stepping>
</process>
</processes>
<
output
>
<
type
>
VTK
</type>
<
prefix
>kirsch</prefix>
<
data_mode
>Ascii</data_mode>
<
compress_output
>false</compress_output>
<
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
id
="*">
<
phases
>
<
phase
>
<
type
>
Solid
</type>
<
properties
>
<
property
>
<
name
>density</name>
<
type
>
Constant
</type>
<
value
>0.0</value>
</property>
</properties>
</phase>
</phases>
</medium>
</media>
<
parameters
>
<
parameter
>
<
name
>E</name>
<
type
>
Constant
</type>
<
value
>5e9</value>
</parameter>
<
parameter
>
<
name
>nu</name>
<
type
>
Constant
</type>
<
value
>.3</value>
</parameter>
<
parameter
>
<
name
>zero</name>
<
type
>
Constant
</type>
<
value
>0.0</value>
</parameter>
<
parameter
>
<
name
>initial_displacement</name>
<
type
>
Constant
</type>
<
values
>0 0</values>
</parameter>
<
parameter
>
<
name
>sigma0</name>
<
type
>
Function
</type>
<
expression
>0.0</expression>
<
expression
>if (sqrt(x^2 + (y + 857)^2)>6.5) -20e6; else 0.0</expression>
<
expression
>0.0</expression>
<
expression
>0</expression>
</parameter>
<
parameter
>
<
name
>sigma_top</name>
<
type
>
Constant
</type>
<
value
>-20e6</value>
</parameter>
<
parameter
>
<
name
>decay_function</name>
<
type
>
Function
</type>
<
expression
>if (t>1.728e+5) 0.0; else 1 - t
/
1.728e+5;</expression>
</parameter>
</parameters>
<
process_variables
>
<
process_variable
>
<
name
>displacement</name>
<
components
>2</components>
<
order
>2</order>
<
initial_condition
>initial_displacement</initial_condition>
<
compensate_non_equilibrium_initial_residuum
>true</compensate_non_equilibrium_initial_residuum>
<
boundary_conditions
>
<
boundary_condition
>
<
mesh
>left</mesh>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
mesh
>bottom</mesh>
<
type
>
Dirichlet
</type>
<
component
>1</component>
<
parameter
>zero</parameter>
</boundary_condition>
<
boundary_condition
>
<
mesh
>top</mesh>
<
type
>
Neumann
</type>
<
component
>1</component>
<
parameter
>sigma_top</parameter>
</boundary_condition>
<
boundary_condition
>
<
mesh
>arc</mesh>
<
type
>
ReleaseNodalForce
</type>
<
time_decay_parameter
>decay_function</time_decay_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
>BiCGSTAB</solver_type>
<
precon_type
>ILUT</precon_type>
<
max_iteration_step
>10000</max_iteration_step>
<
error_tolerance
>1e-20</error_tolerance>
</eigen>
<
petsc
>
<
parameters
>-ksp_type bcgs
-pc_type bjacobi
-ksp_rtol 1.e-18 -ksp_atol 1.e-18
-ksp_max_it 4000</parameters>
</petsc>
</linear_solver>
</linear_solvers>
</OpenGeoSysProject>
OGS CTests—Project Files
Mechanics
ReleaseNodalForceKirsch
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