- inputThe mesh we want to modify
C++ Type:MeshGeneratorName
Description:The mesh we want to modify
- subdomain_idNew subdomain IDs of all elements
C++ Type:unsigned short
Description:New subdomain IDs of all elements
SubdomainIDGenerator
This MeshGenerator object allows the user to set all the elements of the mesh provided to a unique subdomain id.
Input Parameters
- control_tagsAdds user-defined labels for accessing object parameters via control logic.
C++ Type:std::vector
Options:
Description:Adds user-defined labels for accessing object parameters via control logic.
- enableTrueSet the enabled status of the MooseObject.
Default:True
C++ Type:bool
Options:
Description:Set the enabled status of the MooseObject.
Advanced Parameters
Input Files
- modules/combined/test/tests/mortar_tm/2drz/frictionless_first/small.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/finite_rr.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_first/small.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite_rr.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite_rr.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/finite_rr.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/finite_rr.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/small.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite_noaction.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_second/small.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/small.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/finite.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/finite.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite_noaction.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_second/small.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite_rr.i
- test/tests/outputs/debug/show_top_residuals_debug.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite_noaction.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/finite.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/finite_rr.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/small.i
- modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite_rr.i
- test/tests/meshgenerators/subdomain_id_generator/generate_subdomain_id.i
- modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/finite.i
- modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite_noaction.i
- modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/small.i
modules/combined/test/tests/mortar_tm/2drz/frictionless_first/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'small'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./corner]
type = ExtraNodesetGenerator
input = block_rename
coord = '0 -10.0'
new_boundary = point
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = corner
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeLinearElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_rr'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
extra_vector_tags = 'ref'
[../]
[./plank]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-12
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_first/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'small'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeLinearElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_rr'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
extra_vector_tags = 'ref'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-12
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_rr'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-7
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_rr'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
extra_vector_tags = 'ref'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-7
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_rr'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
extra_vector_tags = 'ref'
[../]
[./plank]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-12
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'small'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_first/finite_noaction.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_noaction'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[./slave]
input = block_sidesets
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_slave_subdomain'
[../]
[./master]
input = slave
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_master_subdomain'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./frictionless_normal_lm]
order = ${order}
block = 'frictionless_slave_subdomain'
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
slave = block_left
master = plank_right
variable = frictionless_normal_lm
master_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite'
[Mesh]
patch_size = 80
patch_update_strategy = iteration
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
l_max_its = 30
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_second/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'small'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./corner]
type = ExtraNodesetGenerator
input = block_rename
coord = '0 -10.0'
new_boundary = point
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = corner
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeLinearElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'small'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./corner]
type = ExtraNodesetGenerator
input = block_rename
coord = '0 -10.0'
new_boundary = point
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = corner
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
use_automatic_differentiation = true
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_fir/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_first/finite_noaction.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite_noaction'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[./slave]
input = block_sidesets
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_slave_subdomain'
[../]
[./master]
input = slave
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_master_subdomain'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./frictionless_normal_lm]
order = ${order}
block = 'frictionless_slave_subdomain'
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
slave = block_left
master = plank_right
variable = frictionless_normal_lm
master_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_second/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'small'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeLinearElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_rr'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-7
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
test/tests/outputs/debug/show_top_residuals_debug.i
[Mesh]
block_id = '0 1'
block_name = 'block_zero block_one'
[gen]
type = GeneratedMeshGenerator
dim = 2
nx = 2
ny = 2
[]
[./subdomain_id]
input = gen
type = SubdomainIDGenerator
subdomain_id = 1
[../]
[]
[Variables]
[./u]
family = LAGRANGE
order = FIRST
[../]
[./v]
family = MONOMIAL
order = CONSTANT
[../]
[./w]
family = SCALAR
order = FIRST
[../]
[]
[Kernels]
[./u_kernel]
type = Diffusion
variable = u
[../]
[./v_kernel]
type = Diffusion
variable = v
[../]
[]
[BCs]
[./u_bc]
type = DirichletBC
variable = u
value = 100
boundary = left
[../]
[./v_bc]
type = NeumannBC
variable = v
value = 100
boundary = left
[../]
[]
[ScalarKernels]
[./w_kernel]
type = AlphaCED
variable = w
value = 100
[../]
[]
[Executioner]
type = Steady
solve_type = 'PJFNK'
# For this test, we don't actually want the solution to converge because we
# want nonzero nonlinear residual entries at the end of the time step.
nl_abs_tol = 0.999
nl_rel_tol = 0.999
l_max_its = 1
petsc_options_iname = '-pc_type'
petsc_options_value = 'none'
[]
[Debug]
show_top_residuals = 10
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite_noaction.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_noaction'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[./slave]
input = block_sidesets
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_slave_subdomain'
[../]
[./master]
input = slave
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_master_subdomain'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./frictionless_normal_lm]
order = ${order}
block = 'frictionless_slave_subdomain'
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
slave = block_left
master = plank_right
variable = frictionless_normal_lm
master_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_rr'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
extra_vector_tags = 'ref'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-7
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_second/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'small'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./corner]
type = ExtraNodesetGenerator
input = block_rename
coord = '0 -10.0'
new_boundary = point
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = corner
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
use_automatic_differentiation = true
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2drz/frictionless_second/finite_rr.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_rr'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
extra_vector_tags = 'ref'
[../]
[./plank]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
extra_vector_tags = 'ref'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = block_right
value = 0
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
nl_abs_tol = 1e-12
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
test/tests/meshgenerators/subdomain_id_generator/generate_subdomain_id.i
[Mesh]
[./gmg]
type = GeneratedMeshGenerator
dim = 2
nx = 10
ny = 10
[]
[./generate_id]
type = SubdomainIDGenerator
input = gmg
subdomain_id = 3
[]
[]
[Outputs]
exodus = true
[]
modules/combined/test/tests/mortar_tm/2drz/ad_frictionless_first/finite.i
E_block = 1e7
E_plank = 1e7
elem = QUAD4
order = FIRST
name = 'finite'
[Problem]
coord_type = RZ
[]
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 9.2
ymax = 10.0
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.9 9.2 0
1.21 9.5 0
0.9 10.0 0
0.61 9.5 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./block]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'block'
[../]
[./plank]
use_automatic_differentiation = true
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank'
eigenstrain_names = 'swell'
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = DirichletBC
variable = disp_x
boundary = block_right
value = 0
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[./swell]
type = ADComputeEigenstrain
block = 'plank'
eigenstrain_name = swell
eigen_base = '1 0 0 0 0 0 0 0 0'
prefactor = swell_mat
[../]
[./swell_mat]
type = GenericFunctionMaterial
prop_names = 'swell_mat'
prop_values = '7e-2*(1-cos(4*t))'
block = 'plank'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 10
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/frictionless_second/finite_noaction.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'finite_noaction'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[./slave]
input = block_sidesets
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_slave_subdomain'
[../]
[./master]
input = slave
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_master_subdomain'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./frictionless_normal_lm]
order = ${order}
block = 'frictionless_slave_subdomain'
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
strain = FINITE
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
slave = block_left
master = plank_right
variable = frictionless_normal_lm
master_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
master_boundary = plank_right
slave_boundary = block_left
master_subdomain = frictionless_master_subdomain
slave_subdomain = frictionless_slave_subdomain
variable = frictionless_normal_lm
slave_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
preset = false
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
preset = false
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 'plank block'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]
modules/combined/test/tests/mortar_tm/2d/ad_frictionless_sec/small.i
E_block = 1e7
E_plank = 1e7
elem = QUAD9
order = SECOND
name = 'small'
[Mesh]
patch_size = 80
patch_update_strategy = auto
[./plank]
type = GeneratedMeshGenerator
dim = 2
xmin = -0.3
xmax = 0.3
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
[../]
[./plank_sidesets]
type = RenameBoundaryGenerator
input = plank
old_boundary_id = '0 1 2 3'
new_boundary_name = 'plank_bottom plank_right plank_top plank_left'
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank_sidesets
subdomain_id = 1
[../]
[./block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.31
xmax = 0.91
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
[../]
[./block_id]
type = SubdomainIDGenerator
input = block
subdomain_id = 2
[../]
[./combined]
type = MeshCollectionGenerator
inputs = 'plank_id block_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'plank block'
[../]
[./block_sidesets]
type = SideSetsFromPointsGenerator
input = block_rename
points = '0.6 7.7 0
0.91 8.0 0
0.6 8.5 0
0.31 8.0 0'
new_boundary = 'block_bottom block_right block_top block_left'
[../]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Variables]
[./disp_x]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[./disp_y]
order = ${order}
block = 'plank block'
scaling = ${fparse 2.0 / (E_plank + E_block)}
[../]
[]
[Modules/TensorMechanics/Master]
[./action]
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress strain_xx strain_yy strain_zz'
block = 'plank block'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./frictionless]
mesh = block_sidesets
master = plank_right
slave = block_left
formulation = mortar
system = constraint
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = plank_left
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = plank_bottom
value = 0.0
[../]
[./right_x]
type = ADFunctionDirichletBC
variable = disp_x
boundary = block_right
function = '-0.04*sin(4*(t+1.5))+0.02'
[../]
[./right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
[../]
[]
[Materials]
[./plank]
type = ComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[../]
[./block]
type = ComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[../]
[./stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[../]
[]
[Executioner]
type = Transient
solve_type = 'NEWTON'
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -mat_mffd_err -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
[]
[Postprocessors]
[./nl_its]
type = NumNonlinearIterations
[../]
[./total_nl_its]
type = CumulativeValuePostprocessor
postprocessor = nl_its
[../]
[./l_its]
type = NumLinearIterations
[../]
[./total_l_its]
type = CumulativeValuePostprocessor
postprocessor = l_its
[../]
[./contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = frictionless_slave_subdomain
[../]
[./avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[../]
[./max_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
[../]
[./min_hydro]
type = ElementExtremeValue
variable = hydrostatic_stress
block = 'block'
value_type = min
[../]
[./avg_vonmises]
type = ElementAverageValue
variable = vonmises_stress
block = 'block'
[../]
[./max_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
[../]
[./min_vonmises]
type = ElementExtremeValue
variable = vonmises_stress
block = 'block'
value_type = min
[../]
[]
[Outputs]
exodus = true
file_base = ${name}
[./comp]
type = CSV
show = 'contact'
[../]
[./out]
type = CSV
file_base = '${name}_out'
[../]
[]
[Debug]
show_var_residual_norms = true
[]