OGS
bar_COHESIVE_linear.prj
<
OpenGeoSysProject
>
<
meshes
>
<
mesh
>bar.vtu</mesh>
<
mesh
>bar_left.vtu</mesh>
<
mesh
>bar_right.vtu</mesh>
</meshes>
<
processes
>
<
process
>
<
name
>PhaseField</name>
<
type
>
PHASE_FIELD
</type>
<
coupling_scheme
>staggered</coupling_scheme>
<
integration_order
>2</integration_order>
<
phasefield_model
>COHESIVE</phasefield_model>
<
softening_curve
>Linear</softening_curve>
<
energy_split_model
>EffectiveStress</energy_split_model>
<
irreversible_threshold
>0.05</irreversible_threshold>
<
characteristic_length
>0.4</characteristic_length>
<constitutive_relation>
<type>
LinearElasticIsotropic
</type>
<
youngs_modulus
>E</youngs_modulus>
<
poissons_ratio
>nu</poissons_ratio>
</constitutive_relation>
<
phasefield_parameters
>
<
residual_stiffness
>k</residual_stiffness>
<
crack_resistance
>gc</crack_resistance>
<
crack_length_scale
>ls</crack_length_scale>
</phasefield_parameters>
<
solid_density
>rho_sr</solid_density>
<
process_variables
>
<
phasefield
>phasefield</phasefield>
<
displacement
>displacement</displacement>
</process_variables>
<
secondary_variables
>
<
secondary_variable
internal_name
="sigma"
output_name
="sigma"
type
="static" />
<
secondary_variable
internal_name
="epsilon"
output_name
="epsilon"
type
="static" />
</secondary_variables>
<
specific_body_force
>0 0 0</specific_body_force>
</process>
</processes>
<
time_loop
>
<
global_process_coupling
>
<
max_iter
>1000</max_iter>
<
convergence_criteria
>
<
convergence_criterion
>
<type>
DeltaX
</type>
<norm_type>INFINITY_N</norm_type>
<reltol>1.e-8</reltol>
</convergence_criterion>
<
convergence_criterion
>
<type>
DeltaX
</type>
<norm_type>INFINITY_N</norm_type>
<reltol>1.e-8</reltol>
</convergence_criterion>
</convergence_criteria>
</global_process_coupling>
<
processes
>
<
process
ref
="PhaseField">
<
nonlinear_solver
>basic_newton_u</nonlinear_solver>
<
convergence_criterion
>
<
type
>
DeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
reltol
>1.e-14</reltol>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
FixedTimeStepping
</type>
<
t_initial
>0</t_initial>
<
t_end
>1.1</t_end>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
delta_t
>1.e-1</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
<
process
ref
="PhaseField">
<
nonlinear_solver
>petsc_snes</nonlinear_solver>
<
convergence_criterion
>
<
type
>
DeltaX
</type>
<
norm_type
>NORM2</norm_type>
<
reltol
>1.e-14</reltol>
</convergence_criterion>
<
time_discretization
>
<
type
>
BackwardEuler
</type>
</time_discretization>
<
time_stepping
>
<
type
>
FixedTimeStepping
</type>
<
t_initial
>0</t_initial>
<
t_end
>1.1</t_end>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
delta_t
>1.e-1</delta_t>
</pair>
</timesteps>
</time_stepping>
</process>
</processes>
<
output
>
<
variables
>
<
variable
>displacement</variable>
<
variable
>phasefield</variable>
<
variable
>sigma</variable>
<
variable
>epsilon</variable>
</variables>
<
type
>
VTK
</type>
<
prefix
>bar_COHESIVE_linear</prefix>
<
timesteps
>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>1</each_steps>
</pair>
<
pair
>
<
repeat
>1</repeat>
<
each_steps
>1</each_steps>
</pair>
</timesteps>
</output>
</time_loop>
<
parameters
>
<
parameter
>
<
name
>E</name>
<
type
>
Constant
</type>
<
value
>3e10</value>
</parameter>
<
parameter
>
<
name
>nu</name>
<
type
>
Constant
</type>
<
value
>0.2</value>
</parameter>
<
parameter
>
<
name
>k</name>
<
type
>
Constant
</type>
<
value
>1e-16</value>
</parameter>
<
parameter
>
<
name
>gc</name>
<
type
>
Constant
</type>
<
value
>120</value>
</parameter>
<
parameter
>
<
name
>ls</name>
<
type
>
Constant
</type>
<
value
>0.05</value>
</parameter>
<
parameter
>
<
name
>rho_sr</name>
<
type
>
Constant
</type>
<
value
>0.0</value>
</parameter>
<
parameter
>
<
name
>displacement0</name>
<
type
>
Constant
</type>
<
values
>0 0 0</values>
</parameter>
<
parameter
>
<
name
>phasefield_ic</name>
<
type
>
Constant
</type>
<
value
>1</value>
</parameter>
<
parameter
>
<
name
>phasefield_bc</name>
<
type
>
Constant
</type>
<
value
>1</value>
</parameter>
<
parameter
>
<
name
>dirichlet0</name>
<
type
>
Constant
</type>
<
value
>0</value>
</parameter>
<
parameter
>
<
name
>dirichlet_right</name>
<
type
>
CurveScaled
</type>
<
curve
>dirichlet_time</curve>
<
parameter
>dirichlet_load</parameter>
</parameter>
<
parameter
>
<
name
>dirichlet_load</name>
<
type
>
Constant
</type>
<
value
>1.1e-4</value>
</parameter>
</parameters>
<
curves
>
<
curve
>
<
name
>dirichlet_time</name>
<coords>0 1.0</coords>
<values>0 1.0</values>
</curve>
</curves>
<
process_variables
>
<
process_variable
>
<
name
>phasefield</name>
<
components
>1</components>
<
order
>1</order>
<
initial_condition
>phasefield_ic</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>bar</geometrical_set>
<
geometry
>left</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>phasefield_bc</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>bar</geometrical_set>
<
geometry
>right</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>phasefield_bc</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
<
process_variable
>
<
name
>displacement</name>
<
components
>3</components>
<
order
>1</order>
<
initial_condition
>displacement0</initial_condition>
<
boundary_conditions
>
<
boundary_condition
>
<
geometrical_set
>bar</geometrical_set>
<
geometry
>left</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>dirichlet0</parameter>
</boundary_condition>
<
boundary_condition
>
<
geometrical_set
>bar</geometrical_set>
<
geometry
>right</geometry>
<
type
>
Dirichlet
</type>
<
component
>0</component>
<
parameter
>dirichlet_right</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<
nonlinear_solvers
>
<
nonlinear_solver
>
<
name
>petsc_snes</name>
<
type
>
PETScSNES
</type>
<
max_iter
>50</max_iter>
<
linear_solver
>linear_solver_d</linear_solver>
</nonlinear_solver>
<
nonlinear_solver
>
<
name
>basic_newton_u</name>
<
type
>
Newton
</type>
<
max_iter
>200</max_iter>
<
linear_solver
>linear_solver_u</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
<
linear_solvers
>
<
linear_solver
>
<
name
>linear_solver_d</name>
<
petsc
>
<
parameters
>-ksp_type cg -pc_type bjacobi -ksp_atol 1e-14 -ksp_rtol 1e-14 -snes_type vinewtonrsls -snes_linesearch_type l2 -snes_atol 1.e-14 -snes_rtol 1.e-14 -snes_max_it 1000 -snes_monitor</parameters>
</petsc>
</linear_solver>
<
linear_solver
>
<
name
>linear_solver_u</name>
<
petsc
>
<
prefix
>u</prefix>
<
parameters
>-u_ksp_type cg -u_pc_type bjacobi -u_ksp_atol 1e-14 -u_ksp_rtol 1e-14</parameters>
</petsc>
</linear_solver>
</linear_solvers>
<
test_definition
>
<
vtkdiff
>
<
file
>bar_COHESIVE_linear_ts_11_t_1.100000.vtu</file>
<
field
>displacement</field>
<
absolute_tolerance
>2e-12</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
<
vtkdiff
>
<
file
>bar_COHESIVE_linear_ts_11_t_1.100000.vtu</file>
<
field
>phasefield</field>
<
absolute_tolerance
>1e-8</absolute_tolerance>
<
relative_tolerance
>0</relative_tolerance>
</vtkdiff>
</test_definition>
</OpenGeoSysProject>
OGS CTests—Project Files
PhaseField
beam
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