- inputThe mesh we want to modify
C++ Type:MeshGeneratorName
Description:The mesh we want to modify
- sidesetsThe sidesets from which to create the new block
C++ Type:std::vector<BoundaryName>
Description:The sidesets from which to create the new block
LowerDBlockFromSidesetGenerator
Adds lower dimensional elements on the specified sidesets.
Overview
This mesh generator accepts a list of sidesets and creates a lower dimensional block of elements along those sides. The order of the newly create lower dimensional element block will match the order of the parent elements (e.g. first order for first order parents, second order for second order parents).
Input Parameters
- new_block_idThe lower dimensional block id to create
C++ Type:unsigned short
Options:
Description:The lower dimensional block id to create
- new_block_nameThe lower dimensional block name to create (optional)
C++ Type:SubdomainName
Options:
Description:The lower dimensional block name to create (optional)
- show_infoFalseWhether or not to show mesh info after generating the mesh (bounding box, element types, sidesets, nodesets, subdomains, etc)
Default:False
C++ Type:bool
Options:
Description:Whether or not to show mesh info after generating the mesh (bounding box, element types, sidesets, nodesets, subdomains, etc)
Optional Parameters
- control_tagsAdds user-defined labels for accessing object parameters via control logic.
C++ Type:std::vector<std::string>
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
- (test/tests/mortar/displaced-gap-conductance-2d-non-conforming/gap-conductance.i)
- (modules/combined/examples/mortar/eigenstrain.i)
- (test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance-bnd-material.i)
- (modules/combined/test/tests/gap_heat_transfer_mortar/finite-2d-rz/finite.i)
- (modules/contact/test/tests/mortar_tm/2drz/frictionless_first/finite_noaction.i)
- (test/tests/mortar/continuity-2d-non-conforming/dual-soln-continuity.i)
- (modules/contact/test/tests/sliding_block/in_and_out/frictional_lm.i)
- (modules/contact/examples/2d_indenter/indenter_rz_fine.i)
- (modules/porous_flow/test/tests/aux_kernels/element_normal_1D_2D.i)
- (modules/contact/test/tests/sliding_block/in_and_out/frictionless_lm.i)
- (modules/contact/test/tests/normal-nodal-lm-tan-tolerance/normal-nodal-lm-tan-tolerance.i)
- (test/tests/mortar/convergence-studies/gap-conductance/gap-conductance.i)
- (test/tests/mortar/continuity-2d-non-conforming/soln-continuity.i)
- (test/tests/mortar/continuity-2d-conforming/equalgradient.i)
- (test/tests/mortar/convergence-studies/solution-continuity/continuity.i)
- (modules/contact/test/tests/mortar_tm/2d/frictionless_second/finite_noaction.i)
- (test/tests/mortar/periodic-value/periodic.i)
- (test/tests/mortar/continuity-2d-conforming/conforming.i)
- (test/tests/mortar/continuity-2d-conforming/conforming_two_var.i)
- (test/tests/meshgenerators/lower_d_block_generator/names.i)
- (modules/combined/examples/mortar/mortar_gradient.i)
- (test/tests/mortar/cant-do-3d/periodic.i)
- (test/tests/mortar/gap-conductance-2d-non-conforming/gap-conductance.i)
- (test/tests/mortar/continuity-2d-non-conforming/sequencing-stateful-soln-continuity.i)
- (modules/porous_flow/test/tests/aux_kernels/element_normal_2D_3D.i)
- (modules/contact/test/tests/pdass_problems/ironing.i)
- (modules/contact/test/tests/pdass_problems/cylinder_friction.i)
- (modules/heat_conduction/test/tests/gap_heat_transfer_mortar/gap_heat_transfer_mortar_displaced.i)
- (test/tests/mesh_modifiers/lower_d_block/lower_d.i)
- (modules/contact/test/tests/mechanical-small-problem/mortar-mech.i)
- (modules/combined/test/tests/gap_heat_transfer_mortar/small-2d-rz/small.i)
- (modules/contact/test/tests/mortar_tm/2d/frictionless_first/finite_noaction.i)
- (modules/contact/test/tests/mortar_tm/2drz/frictionless_second/finite_noaction.i)
- (test/tests/bcs/ad_coupled_lower_value/test.i)
- (test/tests/mortar/continuity-2d-conforming/conforming-2nd-order.i)
- (modules/combined/test/tests/gap_heat_transfer_mortar/small-2d/small.i)
- (modules/heat_conduction/test/tests/gap_heat_transfer_mortar/gap_heat_transfer_mortar.i)
- (modules/porous_flow/examples/multiapp_fracture_flow/fracture_diffusion/no_multiapp.i)
- (test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance-bnd-aux-kernel.i)
- (test/tests/mortar/mortar-q-points/test.i)
- (test/tests/meshgenerators/lower_d_block_generator/ids.i)
- (test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance.i)
- (modules/combined/test/tests/gap_heat_transfer_mortar/finite-2d/finite.i)
- (modules/contact/test/tests/mechanical-small-problem/frictionless-nodal-lm-mortar-disp.i)
(test/tests/mortar/displaced-gap-conductance-2d-non-conforming/gap-conductance.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
# block 1: left
# block 2: right
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[AuxVariables]
[disp_x]
block = '1 2'
[]
[disp_y]
block = '1 2'
[]
[]
[AuxKernels]
[function_x]
type = FunctionAux
function = '.05 * t'
variable = 'disp_x'
block = '2'
[]
[function_y]
type = FunctionAux
function = '.05 * t'
variable = 'disp_y'
block = '2'
[]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[./lambda]
block = '10'
family = MONOMIAL
order = CONSTANT
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = T
boundary = '5'
value = 0
[../]
[./right]
type = DirichletBC
variable = T
boundary = '8'
value = 1
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceTest
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
use_displaced_mesh = true
[../]
[]
[Materials]
[constant]
type = ADGenericConstantMaterial
prop_names = 'gap_conductance'
prop_values = '.03'
block = '1 2'
use_displaced_mesh = true
[]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Transient
num_steps = 5
petsc_options_iname = '-pc_type -snes_linesearch_type'
petsc_options_value = 'lu basic'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(modules/combined/examples/mortar/eigenstrain.i)
#
# Eigenstrain with Mortar gradient periodicity
#
[Mesh]
[gen]
type = GeneratedMeshGenerator
dim = 2
nx = 50
ny = 50
xmin = -0.5
xmax = 0.5
ymin = -0.5
ymax = 0.5
[]
[./cnode]
input = gen
type = ExtraNodesetGenerator
coord = '0.0 0.0'
new_boundary = 100
[../]
[./anode]
input = cnode
type = ExtraNodesetGenerator
coord = '0.0 0.5'
new_boundary = 101
[../]
[secondary_x]
input = anode
type = LowerDBlockFromSidesetGenerator
sidesets = '3'
new_block_id = 10
new_block_name = "secondary_x"
[]
[primary_x]
input = secondary_x
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = 12
new_block_name = "primary_x"
[]
[secondary_y]
input = primary_x
type = LowerDBlockFromSidesetGenerator
sidesets = '0'
new_block_id = 11
new_block_name = "secondary_y"
[]
[primary_y]
input = secondary_y
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = 13
new_block_name = "primary_y"
[]
[]
[GlobalParams]
derivative_order = 2
enable_jit = true
displacements = 'disp_x disp_y'
[]
# AuxVars to compute the free energy density for outputting
[AuxVariables]
[./local_energy]
order = CONSTANT
family = MONOMIAL
[../]
[]
[AuxKernels]
[./local_free_energy]
type = TotalFreeEnergy
block = 0
execute_on = 'initial LINEAR'
variable = local_energy
interfacial_vars = 'c'
kappa_names = 'kappa_c'
[../]
[]
[Variables]
# Solute concentration variable
[./c]
[./InitialCondition]
type = RandomIC
min = 0.49
max = 0.51
[../]
block = 0
[../]
[./w]
block = 0
[../]
# Mesh displacement
[./disp_x]
block = 0
[../]
[./disp_y]
block = 0
[../]
# Lagrange multipliers for gradient component periodicity
[./lm_left_right_xx]
order = FIRST
family = LAGRANGE
block = secondary_x
[../]
[./lm_left_right_xy]
order = FIRST
family = LAGRANGE
block = secondary_x
[../]
[./lm_left_right_yx]
order = FIRST
family = LAGRANGE
block = secondary_x
[../]
[./lm_left_right_yy]
order = FIRST
family = LAGRANGE
block = secondary_x
[../]
[./lm_up_down_xx]
order = FIRST
family = LAGRANGE
block = secondary_y
[../]
[./lm_up_down_xy]
order = FIRST
family = LAGRANGE
block = secondary_y
[../]
[./lm_up_down_yx]
order = FIRST
family = LAGRANGE
block = secondary_y
[../]
[./lm_up_down_yy]
order = FIRST
family = LAGRANGE
block = secondary_y
[../]
[]
[Constraints]
[./ud_disp_x_grad_x]
type = EqualGradientConstraint
variable = lm_up_down_xx
component = 0
secondary_variable = disp_x
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./ud_disp_x_grad_y]
type = EqualGradientConstraint
variable = lm_up_down_xy
component = 1
secondary_variable = disp_x
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./ud_disp_y_grad_x]
type = EqualGradientConstraint
variable = lm_up_down_yx
component = 0
secondary_variable = disp_y
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./ud_disp_y_grad_y]
type = EqualGradientConstraint
variable = lm_up_down_yy
component = 1
secondary_variable = disp_y
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./lr_disp_x_grad_x]
type = EqualGradientConstraint
variable = lm_left_right_xx
component = 0
secondary_variable = disp_x
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[./lr_disp_x_grad_y]
type = EqualGradientConstraint
variable = lm_left_right_xy
component = 1
secondary_variable = disp_x
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[./lr_disp_y_grad_x]
type = EqualGradientConstraint
variable = lm_left_right_yx
component = 0
secondary_variable = disp_y
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[./lr_disp_y_grad_y]
type = EqualGradientConstraint
variable = lm_left_right_yy
component = 1
secondary_variable = disp_y
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[]
[Kernels]
# Set up stress divergence kernels
[./TensorMechanics]
block = 0
[../]
# Cahn-Hilliard kernels
[./c_dot]
type = CoupledTimeDerivative
variable = w
v = c
block = 0
[../]
[./c_res]
type = SplitCHParsed
variable = c
f_name = F
kappa_name = kappa_c
w = w
block = 0
[../]
[./w_res]
type = SplitCHWRes
variable = w
mob_name = M
block = 0
[../]
[]
[Materials]
# declare a few constants, such as mobilities (L,M) and interface gradient prefactors (kappa*)
[./consts]
type = GenericConstantMaterial
block = '0 10 11'
prop_names = 'M kappa_c'
prop_values = '0.2 0.01 '
[../]
[./shear1]
type = GenericConstantRankTwoTensor
block = 0
tensor_values = '0 0 0 0 0 0.5'
tensor_name = shear1
[../]
[./shear2]
type = GenericConstantRankTwoTensor
block = 0
tensor_values = '0 0 0 0 0 -0.5'
tensor_name = shear2
[../]
[./expand3]
type = GenericConstantRankTwoTensor
block = 0
tensor_values = '1 1 0 0 0 0'
tensor_name = expand3
[../]
[./weight1]
type = DerivativeParsedMaterial
block = 0
function = '0.3*c^2'
f_name = weight1
args = c
[../]
[./weight2]
type = DerivativeParsedMaterial
block = 0
function = '0.3*(1-c)^2'
f_name = weight2
args = c
[../]
[./weight3]
type = DerivativeParsedMaterial
block = 0
function = '4*(0.5-c)^2'
f_name = weight3
args = c
[../]
# matrix phase
[./elasticity_tensor]
type = ComputeElasticityTensor
block = 0
C_ijkl = '1 1'
fill_method = symmetric_isotropic
[../]
[./strain]
type = ComputeSmallStrain
block = 0
displacements = 'disp_x disp_y'
eigenstrain_names = eigenstrain
[../]
[./eigenstrain]
type = CompositeEigenstrain
block = 0
tensors = 'shear1 shear2 expand3'
weights = 'weight1 weight2 weight3'
args = c
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeLinearElasticStress
block = 0
[../]
# chemical free energies
[./chemical_free_energy]
type = DerivativeParsedMaterial
block = 0
f_name = Fc
function = '4*c^2*(1-c)^2'
args = 'c'
outputs = exodus
output_properties = Fc
[../]
# elastic free energies
[./elastic_free_energy]
type = ElasticEnergyMaterial
f_name = Fe
block = 0
args = 'c'
outputs = exodus
output_properties = Fe
[../]
# free energy (chemical + elastic)
[./free_energy]
type = DerivativeSumMaterial
block = 0
f_name = F
sum_materials = 'Fc Fe'
args = 'c'
[../]
[]
[BCs]
[./Periodic]
[./up_down]
primary = top
secondary = bottom
translation = '0 -1 0'
variable = 'c w'
[../]
[./left_right]
primary = left
secondary = right
translation = '1 0 0'
variable = 'c w'
[../]
[../]
# fix center point location
[./centerfix_x]
type = DirichletBC
boundary = 100
variable = disp_x
value = 0
[../]
[./centerfix_y]
type = DirichletBC
boundary = 100
variable = disp_y
value = 0
[../]
# fix side point x coordinate to inhibit rotation
[./angularfix]
type = DirichletBC
boundary = 101
variable = disp_x
value = 0
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[../]
[]
# We monitor the total free energy and the total solute concentration (should be constant)
[Postprocessors]
[./total_free_energy]
type = ElementIntegralVariablePostprocessor
block = 0
execute_on = 'initial TIMESTEP_END'
variable = local_energy
[../]
[./total_solute]
type = ElementIntegralVariablePostprocessor
block = 0
execute_on = 'initial TIMESTEP_END'
variable = c
[../]
[./min]
type = ElementExtremeValue
block = 0
execute_on = 'initial TIMESTEP_END'
value_type = min
variable = c
[../]
[./max]
type = ElementExtremeValue
block = 0
execute_on = 'initial TIMESTEP_END'
value_type = max
variable = c
[../]
[]
[Executioner]
type = Transient
scheme = bdf2
solve_type = 'PJFNK'
line_search = basic
# mortar currently does not support MPI parallelization
petsc_options_iname = '-pc_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = ' lu NONZERO 1e-10'
l_max_its = 30
nl_max_its = 12
l_tol = 1.0e-4
nl_rel_tol = 1.0e-8
nl_abs_tol = 1.0e-10
start_time = 0.0
num_steps = 200
[./TimeStepper]
type = SolutionTimeAdaptiveDT
dt = 0.01
[../]
[]
[Outputs]
execute_on = 'timestep_end'
print_linear_residuals = false
exodus = true
[./table]
type = CSV
delimiter = ' '
[../]
[]
(test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance-bnd-material.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
# block 1: left
# block 2: right
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[AuxVariables]
[disp_x]
block = '1 2'
[]
[disp_y]
block = '1 2'
[]
[]
[AuxKernels]
[function_x]
type = FunctionAux
function = '.05 * t'
variable = 'disp_x'
block = '2'
[]
[function_y]
type = FunctionAux
function = '.05 * t'
variable = 'disp_y'
block = '2'
[]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[./lambda]
block = '10'
family = LAGRANGE
order = FIRST
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = T
boundary = '5'
value = 0
[../]
[./right]
type = DirichletBC
variable = T
boundary = '8'
value = 1
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceMaterial
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
use_displaced_mesh = true
material_property = 'layer_modifier'
[../]
[]
[Materials]
[constant]
type = ADGenericConstantMaterial
prop_names = 'gap_conductance'
prop_values = '.03'
block = '1 2'
use_displaced_mesh = true
[]
[bnd_material_modifier]
type = ADGenericConstantMaterial
prop_names = 'layer_modifier'
prop_values = '5.0'
boundary = '1 2'
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Transient
num_steps = 5
petsc_options_iname = '-pc_type -snes_linesearch_type'
petsc_options_value = 'lu basic'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(modules/combined/test/tests/gap_heat_transfer_mortar/finite-2d-rz/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
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
boundary_name_prefix = plank
[]
[plank_id]
type = SubdomainIDGenerator
input = plank
subdomain_id = 1
[]
[block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
boundary_name_prefix = block
boundary_id_offset = 10
[]
[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'
[]
[secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_subdomain'
[]
[]
[Problem]
coord_type = RZ
[]
[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)}
[]
[temp]
order = ${order}
block = 'plank block'
scaling = 1e-1
[]
[thermal_lm]
order = ${order}
block = 'frictionless_secondary_subdomain'
scaling = 1e-7
[]
[frictionless_normal_lm]
order = FIRST
block = 'frictionless_secondary_subdomain'
scaling = 1e3
use_dual = true
[]
[]
[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
strain = FINITE
[]
[]
[Kernels]
[hc]
type = ADHeatConduction
variable = temp
use_displaced_mesh = true
block = 'plank block'
[]
[]
[Constraints]
[weighted_gap_lm]
type = ComputeWeightedGapLMMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
[]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[thermal_contact]
type = GapConductanceConstraint
variable = thermal_lm
secondary_variable = temp
k = 1
use_displaced_mesh = true
primary_boundary = plank_right
primary_subdomain = frictionless_primary_subdomain
secondary_boundary = block_left
secondary_subdomain = frictionless_secondary_subdomain
displacements = 'disp_x disp_y'
[]
[]
[BCs]
[left_temp]
type = DirichletBC
variable = temp
boundary = 'plank_left'
value = 400
[]
[right_temp]
type = DirichletBC
variable = temp
boundary = 'block_right'
value = 300
[]
[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'
preset = false
[]
[right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
preset = false
[]
[]
[Materials]
[plank]
type = ADComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[]
[block]
type = ADComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[]
[stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[]
[heat_plank]
type = ADHeatConductionMaterial
block = plank
thermal_conductivity = 2
specific_heat = 1
[]
[heat_block]
type = ADHeatConductionMaterial
block = block
thermal_conductivity = 1
specific_heat = 1
[]
[]
[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 -snes_max_it'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15 20'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'none'
[]
[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_secondary_subdomain
[]
[avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[]
[avg_temp]
type = ElementAverageValue
variable = temp
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 = ${name}
checkpoint = true
[comp]
type = CSV
show = 'contact avg_temp'
[]
[out]
type = CSV
file_base = '${name}_out'
[]
[]
[Debug]
show_var_residual_norms = true
[]
(modules/contact/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}
boundary_name_prefix = plank
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[../]
[./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'
[../]
[./secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[../]
[./primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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_secondary_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
secondary = block_left
primary = plank_right
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_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'
snesmf_reuse_base = false
[]
[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_secondary_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/mortar/continuity-2d-non-conforming/dual-soln-continuity.i)
[Mesh]
second_order = false
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
order = FIRST
[../]
[./lambda]
block = '10'
order = FIRST
use_dual = true
[../]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln
variable = T
boundary = '3 4 5 6 7 8'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[./sink]
type = Reaction
variable = T
block = '1 2'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = '1 2'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = '-4 + x^2 + y^2'
[../]
[./exact_soln]
type = ParsedFunction
value = 'x^2 + y^2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = EqualValueConstraint
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(modules/contact/test/tests/sliding_block/in_and_out/frictional_lm.i)
[Mesh]
patch_size = 80
[file]
type = FileMeshGenerator
file = sliding_elastic_blocks_2d.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '3'
new_block_id = '30'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[]
[]
[GlobalParams]
volumetric_locking_correction = false
displacements = 'disp_x disp_y'
[]
[Variables]
[normal_lm]
block = '30'
[]
[tangential_lm]
block = '30'
family = MONOMIAL
order = CONSTANT
[]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = 1
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 4
function = horizontal_movement
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 4
function = vertical_movement
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
add_variables = true
strain = FINITE
block = '1 2'
[../]
[]
[Materials]
[./tensor]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 1e6
poissons_ratio = 0.3
constant_on = SUBDOMAIN
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = '1 2'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason -snes_ksp_ew'
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 = 15
dt = 0.1
dtmin = 0.01
l_max_its = 30
nl_max_its = 20
nl_abs_tol = 1e-9
nl_rel_tol = 1e-9
line_search = 'none'
timestep_tolerance = 1e-6
snesmf_reuse_base = false
[./Predictor]
type = SimplePredictor
scale = 1.0
[../]
[]
[Debug]
show_var_residual_norms = true
[]
[Outputs]
sync_times = '1 2 3 4 5 6 7 8 9 10 11 12 13 14 15'
[out]
type = Exodus
sync_only = true
[]
[dof]
execute_on = 'initial'
type = DOFMap
[]
[csv]
type = CSV
execute_on = 'nonlinear timestep_end'
[]
[]
[Functions]
[./vertical_movement]
type = ParsedFunction
value = -t
[../]
[./horizontal_movement]
type = ParsedFunction
value = -0.04*sin(4*t)+0.02
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
secondary = 3
primary = 2
variable = normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
c = 1e6 # relative scale difference between pressure and gap
[../]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_lm]
type = TangentialMortarLMMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = tangential_lm
secondary_variable = disp_x
secondary_disp_y = disp_y
use_displaced_mesh = true
compute_primal_residuals = false
contact_pressure = normal_lm
friction_coefficient = .4
ncp_function_type = fb
c = 1000 # relative scale difference between pressure and velocity
[]
[tangential_x]
type = TangentialMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = tangential_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_y]
type = TangentialMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = tangential_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
[Postprocessors]
[./num_nl]
type = NumNonlinearIterations
[../]
[./cumulative]
type = CumulativeValuePostprocessor
postprocessor = num_nl
[../]
[lin]
type = NumLinearIterations
[]
[cum_lin]
type = CumulativeValuePostprocessor
postprocessor = lin
[]
[contact]
type = ContactDOFSetSize
variable = normal_lm
subdomain = '30'
execute_on = 'nonlinear timestep_end'
[]
[]
(modules/contact/examples/2d_indenter/indenter_rz_fine.i)
[GlobalParams]
volumetric_locking_correction = true
displacements = 'disp_x disp_y'
[]
[Problem]
coord_type = RZ
type = ReferenceResidualProblem
reference_vector = 'ref'
extra_tag_vectors = 'ref'
[]
[Mesh]
patch_update_strategy = auto
patch_size = 2
partitioner = centroid
centroid_partitioner_direction = y
[simple_mesh]
type = FileMeshGenerator
file = indenter_rz_fine_bigsideset.e
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
sidesets = '4'
new_block_id = '10001'
new_block_name = 'secondary_lower'
input = simple_mesh
[]
[primary]
type = LowerDBlockFromSidesetGenerator
sidesets = '6'
new_block_id = '10000'
new_block_name = 'primary_lower'
input = secondary
[]
# For NodalVariableValue to work with distributed mesh
allow_renumbering = false
[../]
[Functions]
[disp_y]
type = PiecewiseLinear
x = '0. 1.0 2.0 2.6 3.0'
y = '0. -4.5 -5.7 -5.7 -4.0'
[]
[]
[Variables]
[disp_x]
order = FIRST
family = LAGRANGE
block = '1 2'
[]
[disp_y]
order = FIRST
family = LAGRANGE
block = '1 2'
[]
[frictionless_normal_lm]
block = 'secondary_lower'
[]
[]
[AuxVariables]
[saved_x]
[]
[saved_y]
[]
[]
[Modules/TensorMechanics/Master]
[all]
add_variables = true
strain = FINITE
block = '1 2'
use_automatic_differentiation = false
generate_output = 'stress_xx stress_xy stress_xz stress_yy stress_zz'
save_in = 'saved_x saved_y'
[]
[]
[BCs]
# Symmetries of the Problem
[symm_x_indenter]
type = DirichletBC
variable = disp_x
boundary = 5
value = 0.0
[]
[symm_x_material]
type = DirichletBC
variable = disp_x
boundary = 9
value = 0.0
[]
# Material should not fly away
[material_base_y]
type = DirichletBC
variable = disp_y
boundary = 8
value = 0.0
[]
# Drive indenter motion
[disp_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 1
function = disp_y
[]
[]
[Constraints]
# All constraints below for mechanical contact (Mortar)
[lm]
type = NormalNodalLMMechanicalContact
secondary = '4'
primary = 6
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
use_displaced_mesh = true
tangential_tolerance = 0.01
[]
[x]
type = NormalMortarMechanicalContact
primary_boundary = '6'
secondary_boundary = '4'
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = true
[]
[y]
type = NormalMortarMechanicalContact
primary_boundary = '6'
secondary_boundary = '4'
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = true
[]
[../]
[UserObjects]
[slip_rate_gss]
type = CrystalPlasticitySlipRateGSS
variable_size = 48
slip_sys_file_name = input_slip_sys_bcc48.txt
num_slip_sys_flowrate_props = 2
flowprops = '1 48 0.0001 0.01'
uo_state_var_name = state_var_gss
slip_incr_tol = 10.0
block = 2
[]
[slip_resistance_gss]
type = CrystalPlasticitySlipResistanceGSS
variable_size = 48
uo_state_var_name = state_var_gss
block = 2
[]
[state_var_gss]
type = CrystalPlasticityStateVariable
variable_size = 48
groups = '0 24 48'
group_values = '900 1000' #120
uo_state_var_evol_rate_comp_name = state_var_evol_rate_comp_gss
scale_factor = 1.0
block = 2
[]
[state_var_evol_rate_comp_gss]
type = CrystalPlasticityStateVarRateComponentGSS
variable_size = 48
hprops = '1.4 1000 1200 2.5'
uo_slip_rate_name = slip_rate_gss
uo_state_var_name = state_var_gss
block = 2
[]
[]
[Materials]
[tensor]
type = ComputeIsotropicElasticityTensor
block = '1'
youngs_modulus = 1.0e7
poissons_ratio = 0.25
[]
[stress]
type = ComputeFiniteStrainElasticStress
block = '1'
[]
[crysp]
type = FiniteStrainUObasedCP
block = 2
stol = 1e-2
tan_mod_type = exact
uo_slip_rates = 'slip_rate_gss'
uo_slip_resistances = 'slip_resistance_gss'
uo_state_vars = 'state_var_gss'
uo_state_var_evol_rate_comps = 'state_var_evol_rate_comp_gss'
maximum_substep_iteration = 20
[]
[elasticity_tensor]
type = ComputeElasticityTensorCP
block = 2
C_ijkl = '265190 113650 113650 265190 113650 265190 75769 75769 75760'
fill_method = symmetric9
[]
[]
[Preconditioning]
[SMP]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew'
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type '
'-pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
line_search = 'none'
automatic_scaling = true
nl_abs_tol = 1.5e-07
nl_rel_tol = 1.5e-07
l_max_its = 40
l_abs_tol = 1e-08
l_tol = 1e-08
start_time = 0.0
dt = 0.01
end_time = 3.0 # Executioner
[]
[Postprocessors]
[maxdisp]
type = NodalVariableValue
nodeid = 39
variable = disp_y
[]
[resid_y]
type = NodalSum
variable = saved_y
boundary = 1
[]
[]
[Outputs]
[out]
type = Exodus
elemental_as_nodal = true
[]
perf_graph = true
csv = true
[]
(modules/porous_flow/test/tests/aux_kernels/element_normal_1D_2D.i)
# The PorousFlowElementNormal is used to calculate normal directions
[Mesh]
[base]
type = AnnularMeshGenerator
dmax = 90
nr = 3
nt = 1
rmin = 0
rmax = 1
[]
[rotate]
type = TransformGenerator
input = base
transform = ROTATE
vector_value = '0 45 0'
[]
[rmax_block]
type = LowerDBlockFromSidesetGenerator
input = rotate
sidesets = rmax
new_block_name = rmax
[]
[dmax_block]
type = LowerDBlockFromSidesetGenerator
input = rmax_block
sidesets = dmax
new_block_name = dmax
[]
[]
[Variables]
[dummy]
[]
[]
[Kernels]
[dummy]
type = Diffusion
variable = dummy
[]
[]
[AuxVariables]
[nx]
family = MONOMIAL
order = CONSTANT
[]
[ny]
family = MONOMIAL
order = CONSTANT
[]
[nz]
family = MONOMIAL
order = CONSTANT
[]
[]
[AuxKernels]
[nx]
type = PorousFlowElementNormal
variable = nx
component = x
1D_perp = '0 1 0'
[]
[ny]
type = PorousFlowElementNormal
variable = ny
component = y
1D_perp = '0 1 0'
[]
[nz]
type = PorousFlowElementNormal
variable = nz
component = z
1D_perp = '0 1 0'
[]
[]
[Postprocessors]
[n2Dx]
type = ElementAverageValue
variable = nx
block = '0 1'
[]
[n2Dy]
type = ElementAverageValue
variable = ny
block = '0 1'
[]
[n2Dz]
type = ElementAverageValue
variable = nz
block = '0 1'
[]
[nrmaxx]
type = ElementAverageValue
variable = nx
block = rmax
[]
[nrmaxy]
type = ElementAverageValue
variable = ny
block = rmax
[]
[nrmaxz]
type = ElementAverageValue
variable = nz
block = rmax
[]
[ndmaxx]
type = ElementAverageValue
variable = nx
block = dmax
[]
[ndmaxy]
type = ElementAverageValue
variable = ny
block = dmax
[]
[ndmaxz]
type = ElementAverageValue
variable = nz
block = dmax
[]
[]
[Executioner]
type = Transient
dt = 1
num_steps = 1
[]
[Outputs]
csv = true
[]
(modules/contact/test/tests/sliding_block/in_and_out/frictionless_lm.i)
[Mesh]
patch_size = 80
[file]
type = FileMeshGenerator
file = sliding_elastic_blocks_2d.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '3'
new_block_id = '30'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[]
[]
[GlobalParams]
displacements = 'disp_x disp_y'
volumetric_locking_correction = false
[]
[Modules/TensorMechanics/Master]
[./all]
add_variables = true
strain = FINITE
block = '1 2'
[../]
[]
[Variables]
[normal_lm]
block = '30'
[]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = 1
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 4
function = horizontal_movement
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 4
function = vertical_movement
[../]
[]
[Materials]
[./left]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 1e6
poissons_ratio = 0.3
constant_on = SUBDOMAIN
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = '1 2'
[../]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_converged_reason -ksp_converged_reason -snes_ksp_ew'
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 = 15
dt = 0.1
dtmin = 0.01
l_max_its = 30
nl_max_its = 20
line_search = 'none'
timestep_tolerance = 1e-6
snesmf_reuse_base = false
[]
[Debug]
show_var_residual_norms = true
[]
[Outputs]
sync_times = '1 2 3 4 5 6 7 8 9 10 11 12 13 14 15'
[out]
type = Exodus
sync_only = true
[]
[dof]
execute_on = 'initial'
type = DOFMap
[]
[csv]
type = CSV
execute_on = 'nonlinear timestep_end'
[]
[]
[Functions]
[./vertical_movement]
type = ParsedFunction
value = -t
[../]
[./horizontal_movement]
type = ParsedFunction
value = -0.04*sin(4*t)+0.02
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
secondary = 3
primary = 2
variable = normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '20'
secondary_subdomain = '30'
variable = normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
[Postprocessors]
[./num_nl]
type = NumNonlinearIterations
[../]
[lin]
type = NumLinearIterations
[]
[contact]
type = ContactDOFSetSize
variable = normal_lm
subdomain = '30'
execute_on = 'nonlinear timestep_end'
[]
[]
(modules/contact/test/tests/normal-nodal-lm-tan-tolerance/normal-nodal-lm-tan-tolerance.i)
[GlobalParams]
displacements = 'disp_x disp_y'
preset = false
[]
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-gap_no1000.e
[]
[primary]
type = LowerDBlockFromSidesetGenerator
input = file
sidesets = '100'
new_block_id = '3'
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
input = primary
sidesets = '101'
new_block_id = '4'
[]
[]
[Modules/TensorMechanics/Master]
[all]
displacements = 'disp_x disp_y'
strain = FINITE
add_variables = true
block = '1 2'
use_automatic_differentiation = true
scaling = 1e-4
[]
[]
[Materials]
[elasticity_tensor]
type = ADComputeIsotropicElasticityTensor
youngs_modulus = 1e5
poissons_ratio = 0.345
block = '1 2'
[]
[_elastic_strain]
type = ADComputeFiniteStrainElasticStress
block = '1 2'
[]
[]
[Variables]
[mortar_normal_lm]
scaling = 1.0e-3
block = '4'
[]
[]
[Constraints]
[frictional_normal_lm]
type = NormalNodalLMMechanicalContact
secondary = 101
primary = 100
variable = mortar_normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
c = 1.0e4
tangential_tolerance = .05
[]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = 100
secondary_boundary = 101
primary_subdomain = 3
secondary_subdomain = 4
variable = mortar_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = 100
secondary_boundary = 101
primary_subdomain = 3
secondary_subdomain = 4
variable = mortar_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
[Functions]
[disp_bc]
type = PiecewiseLinear
x = '0 10.0'
y = '0 -0.30'
[]
[]
[BCs]
[left_x]
type = DirichletBC
variable = disp_x
boundary = 'left'
value = 0.0
[]
[left_y]
type = DirichletBC
variable = disp_y
boundary = 'left'
value = 0.0
[]
[right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 'right'
function = disp_bc # '-30e-3 * t'
[]
[right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 'right'
function = 0
[]
[]
[Preconditioning]
[fmp]
type = FDP
full = true
finite_difference_type = standard
[]
[]
[Executioner]
solve_type = NEWTON
type = Transient
num_steps = 10
dt = 1
dtmin = 1
nl_rel_tol = 1e-12
nl_abs_tol = 1e-13
petsc_options = '-ksp_monitor_true_residual -snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -snes_max_it '
'-ksp_max_it'
petsc_options_value = 'lu basic NONZERO 20 30'
[Predictor]
type = SimplePredictor
scale = 1
[]
[]
[Outputs]
checkpoint = true
exodus = true
print_linear_residuals = false
[dof]
type = DOFMap
execute_on = 'initial'
[]
[]
[Debug]
show_var_residual_norms = true
[]
(test/tests/mortar/convergence-studies/gap-conductance/gap-conductance.i)
[Problem]
error_on_jacobian_nonzero_reallocation = true
[]
[Mesh]
second_order = true
[./left_block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 1
ymin = 0
ymax = 1
nx = 2
ny = 2
elem_type = QUAD4
[../]
[./left_block_sidesets]
type = RenameBoundaryGenerator
input = left_block
old_boundary_id = '0 1 2 3'
new_boundary_name = 'lb_bottom lb_right lb_top lb_left'
[../]
[./left_block_id]
type = SubdomainIDGenerator
input = left_block_sidesets
subdomain_id = 1
[../]
[./right_block]
type = GeneratedMeshGenerator
dim = 2
xmin = 2
xmax = 3
ymin = 0
ymax = 1
nx = 2
ny = 2
elem_type = QUAD4
[../]
[./right_block_id]
type = SubdomainIDGenerator
input = right_block
subdomain_id = 2
[../]
[right_block_change_boundary_id]
type = RenameBoundaryGenerator
input = right_block_id
old_boundary_id = '0 1 2 3'
new_boundary_id = '100 101 102 103'
[]
[./combined]
type = MeshCollectionGenerator
inputs = 'left_block_id right_block_change_boundary_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'left_block right_block'
[../]
[right_right_sideset]
type = SideSetsAroundSubdomainGenerator
input = block_rename
new_boundary = rb_right
block = right_block
normal = '1 0 0'
[]
[right_left_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_right_sideset
new_boundary = rb_left
block = right_block
normal = '-1 0 0'
[]
[right_top_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_left_sideset
new_boundary = rb_top
block = right_block
normal = '0 1 0'
[]
[right_bottom_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_top_sideset
new_boundary = rb_bottom
block = right_block
normal = '0 -1 0'
[]
[secondary]
input = right_bottom_sideset
type = LowerDBlockFromSidesetGenerator
sidesets = 'lb_right'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'rb_left'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Variables]
[./T]
block = 'left_block right_block'
order = SECOND
[../]
[./lambda]
block = 'secondary_lower'
family = MONOMIAL
order = CONSTANT
[../]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln_primal
variable = T
boundary = 'lb_bottom lb_top lb_left rb_bottom rb_right rb_top'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = 'left_block right_block'
[../]
[./sink]
type = Reaction
variable = T
block = 'left_block right_block'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = 'left_block right_block'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = ''
[../]
[./exact_soln_primal]
type = ParsedFunction
value = ''
[../]
[exact_soln_lambda]
type = ParsedFunction
value = ''
[]
[mms_secondary]
type = ParsedFunction
value = ''
[]
[mms_primary]
type = ParsedFunction
value = ''
[]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceTest
primary_boundary = rb_left
secondary_boundary = lb_right
primary_subdomain = primary_lower
secondary_subdomain = secondary_lower
secondary_variable = T
variable = lambda
secondary_gap_conductance = 1
primary_gap_conductance = 1
secondary_mms_function = mms_secondary
primary_mms_function = mms_primary
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
petsc_options = '-snes_converged_reason'
# petsc_options_iname = '-pc_type -pc_factor_mat_solver_type'
# petsc_options_value = 'lu superlu_dist'
petsc_options_iname = '-pc_type -pc_hypre_type'
petsc_options_value = 'hypre boomeramg'
[]
[Outputs]
exodus = true
csv = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
[Postprocessors]
[L2lambda]
type = ElementL2Error
variable = lambda
function = exact_soln_lambda
execute_on = 'timestep_end'
block = 'secondary_lower'
[]
[L2u]
type = ElementL2Error
variable = T
function = exact_soln_primal
execute_on = 'timestep_end'
block = 'left_block right_block'
[]
[h]
type = AverageElementSize
block = 'left_block right_block'
[]
[]
(test/tests/mortar/continuity-2d-non-conforming/soln-continuity.i)
[Mesh]
second_order = true
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
order = SECOND
[../]
[./lambda]
block = '10'
[../]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln
variable = T
boundary = '3 4 5 6 7 8'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[./sink]
type = Reaction
variable = T
block = '1 2'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = '1 2'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = '-4 + x^2 + y^2'
[../]
[./exact_soln]
type = ParsedFunction
value = 'x^2 + y^2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = EqualValueConstraint
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(test/tests/mortar/continuity-2d-conforming/equalgradient.i)
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-conf.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Variables]
[./u]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lmx]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[./lmy]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[]
[ICs]
[./block1]
type = FunctionIC
variable = u
block = 1
function = y
[../]
[./block2]
type = FunctionIC
variable = u
block = 2
function = y-0.5
[../]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
[../]
[./dt]
type = TimeDerivative
variable = u
[../]
[]
[Constraints]
[./cedx]
type = EqualGradientConstraint
secondary_variable = u
variable = lmx
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
component = 0
[../]
[./cedy]
type = EqualGradientConstraint
secondary_variable = u
variable = lmy
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
component = 1
[../]
[]
[BCs]
[./all]
type = DiffusionFluxBC
variable = u
boundary = '2 4 100 101'
[../]
[./boundary]
type = DirichletBC
boundary = 1
variable = u
value = 0.0
[../]
[./top]
type = FunctionDirichletBC
boundary = 3
variable = u
function = 0.5-t
[../]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
solve_type = 'NEWTON'
[../]
[]
[Executioner]
type = Transient
nl_rel_tol = 1e-11
l_tol = 1e-10
l_max_its = 10
dt = 0.05
num_steps = 3
[]
[Outputs]
exodus = true
print_linear_residuals = false
[]
(test/tests/mortar/convergence-studies/solution-continuity/continuity.i)
[Mesh]
second_order = true
[./left_block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0
xmax = 1
ymin = 0
ymax = 1
nx = 2
ny = 2
elem_type = QUAD4
[../]
[./left_block_sidesets]
type = RenameBoundaryGenerator
input = left_block
old_boundary_id = '0 1 2 3'
new_boundary_name = 'lb_bottom lb_right lb_top lb_left'
[../]
[./left_block_id]
type = SubdomainIDGenerator
input = left_block_sidesets
subdomain_id = 1
[../]
[./right_block]
type = GeneratedMeshGenerator
dim = 2
xmin = 1
xmax = 2
ymin = 0
ymax = 1
nx = 2
ny = 2
elem_type = QUAD4
[../]
[./right_block_id]
type = SubdomainIDGenerator
input = right_block
subdomain_id = 2
[../]
[right_block_change_boundary_id]
type = RenameBoundaryGenerator
input = right_block_id
old_boundary_id = '0 1 2 3'
new_boundary_id = '100 101 102 103'
[]
[./combined]
type = MeshCollectionGenerator
inputs = 'left_block_id right_block_change_boundary_id'
[../]
[./block_rename]
type = RenameBlockGenerator
input = combined
old_block_id = '1 2'
new_block_name = 'left_block right_block'
[../]
[right_right_sideset]
type = SideSetsAroundSubdomainGenerator
input = block_rename
new_boundary = rb_right
block = right_block
normal = '1 0 0'
[]
[right_left_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_right_sideset
new_boundary = rb_left
block = right_block
normal = '-1 0 0'
[]
[right_top_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_left_sideset
new_boundary = rb_top
block = right_block
normal = '0 1 0'
[]
[right_bottom_sideset]
type = SideSetsAroundSubdomainGenerator
input = right_top_sideset
new_boundary = rb_bottom
block = right_block
normal = '0 -1 0'
[]
[secondary]
input = right_bottom_sideset
type = LowerDBlockFromSidesetGenerator
sidesets = 'lb_right'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'rb_left'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Variables]
[./T]
block = 'left_block right_block'
order = SECOND
[../]
[./lambda]
block = 'secondary_lower'
[../]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln_primal
variable = T
boundary = 'lb_bottom lb_top lb_left rb_bottom rb_right rb_top'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = 'left_block right_block'
[../]
[./sink]
type = Reaction
variable = T
block = 'left_block right_block'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = 'left_block right_block'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = ''
[../]
[./exact_soln_primal]
type = ParsedFunction
value = ''
[../]
[exact_soln_lambda]
type = ParsedFunction
value = ''
[]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = EqualValueConstraint
primary_boundary = rb_left
secondary_boundary = lb_right
primary_subdomain = primary_lower
secondary_subdomain = secondary_lower
secondary_variable = T
variable = lambda
delta = 0.4
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
petsc_options = '-snes_converged_reason -ksp_converged_reason'
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_mat_solver_type'
petsc_options_value = 'lu basic mumps'
[]
[Outputs]
exodus = true
csv = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
[Postprocessors]
[L2lambda]
type = ElementL2Error
variable = lambda
function = exact_soln_lambda
execute_on = 'timestep_end'
block = 'secondary_lower'
[]
[L2u]
type = ElementL2Error
variable = T
function = exact_soln_primal
execute_on = 'timestep_end'
block = 'left_block right_block'
[]
[h]
type = AverageElementSize
block = 'left_block right_block'
[]
[]
(modules/contact/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}
boundary_name_prefix = plank
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[../]
[./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'
[../]
[./secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[../]
[./primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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_secondary_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
secondary = block_left
primary = plank_right
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_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'
snesmf_reuse_base = false
[]
[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_secondary_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/mortar/periodic-value/periodic.i)
[Mesh]
[file]
type = FileMeshGenerator
file = square.msh
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
new_block_id = 11
new_block_name = "secondary"
sidesets = '101'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
new_block_id = 12
new_block_name = "primary"
sidesets = '103'
[]
[]
[Variables]
[u]
order = SECOND
block = 'domain'
[]
[lm]
block = 'secondary'
[]
[]
[Kernels]
[diffusion]
type = Diffusion
variable = u
block = 'domain'
[]
[force]
type = BodyForce
variable = u
block = 'domain'
[]
[]
[BCs]
[left]
type = DirichletBC
variable = u
value = 1
boundary = 'left'
[]
[]
[Constraints]
[ev]
type = EqualValueConstraint
variable = lm
secondary_variable = u
primary_boundary = 103
secondary_boundary = 101
primary_subdomain = 12
secondary_subdomain = 11
periodic = true
[]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Steady
solve_type = NEWTON
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/continuity-2d-conforming/conforming.i)
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-conf.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Functions]
[./exact_sln]
type = ParsedFunction
value = y
[../]
[./ffn]
type = ParsedFunction
value = 0
[../]
[]
[Variables]
[./u]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
[../]
[./ffn]
type = BodyForce
variable = u
function = ffn
[../]
[]
[Constraints]
[./ced]
type = EqualValueConstraint
variable = lm
secondary_variable = u
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
[../]
[]
[BCs]
[./all]
type = FunctionDirichletBC
variable = u
boundary = '1 2 3 4'
function = exact_sln
[../]
[]
[Postprocessors]
[./l2_error]
type = ElementL2Error
variable = u
function = exact_sln
block = '1 2'
execute_on = 'initial timestep_end'
[../]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
solve_type = 'NEWTON'
[../]
[]
[Executioner]
type = Steady
nl_rel_tol = 1e-11
l_tol = 1e-10
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/continuity-2d-conforming/conforming_two_var.i)
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-conf.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Functions]
[./exact_sln]
type = ParsedFunction
value = y
[../]
[./ffn]
type = ParsedFunction
value = 0
[../]
[]
[Variables]
[./u]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lm_u]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[./v]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lm_v]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[]
[Kernels]
[./diff_u]
type = Diffusion
variable = u
[../]
[./ffn]
type = BodyForce
variable = u
function = ffn
[../]
[./diff_v]
type = Diffusion
variable = v
[../]
[./coupled_u]
type = CoupledForce
variable = v
v = u
[../]
[]
[Constraints]
[./ced_u]
type = EqualValueConstraint
variable = lm_u
secondary_variable = u
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
[../]
[./ced_v]
type = EqualValueConstraint
variable = lm_v
secondary_variable = v
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
[../]
[]
[BCs]
[./all]
type = FunctionDirichletBC
variable = u
boundary = '1 2 3 4'
function = exact_sln
[../]
[./allv]
type = DirichletBC
variable = v
boundary = '1 2 3 4'
value = 0
[../]
[]
[Postprocessors]
[./l2_error]
type = ElementL2Error
variable = u
function = exact_sln
block = '1 2'
execute_on = 'initial timestep_end'
[../]
[./l2_v]
type = ElementL2Norm
variable = v
block = '1 2'
execute_on = 'initial timestep_end'
[../]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
solve_type = 'NEWTON'
[../]
[]
[Executioner]
type = Steady
nl_rel_tol = 1e-12
l_tol = 1e-12
[]
[Outputs]
exodus = true
[]
(test/tests/meshgenerators/lower_d_block_generator/names.i)
[Mesh]
[./gmg]
type = GeneratedMeshGenerator
dim = 2
nx = 10
ny = 10
[]
[./lower_d_block]
type = LowerDBlockFromSidesetGenerator
input = gmg
new_block_id = 10
sidesets = 'bottom bottom right top left'
[]
[]
[Variables]
[./u]
block = 0
[../]
[./v]
block = 10
[../]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
block = 0
[../]
[./srcv]
type = BodyForce
block = 10
variable = v
function = 1
[../]
[./time_v]
type = TimeDerivative
block = 10
variable = v
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = u
boundary = left
value = 0
[../]
[./right]
type = DirichletBC
variable = u
boundary = right
value = 1
[../]
[]
[Executioner]
type = Transient
num_steps = 2
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -pc_hypre_type'
petsc_options_value = 'hypre boomeramg'
[]
[Outputs]
exodus = true
[]
(modules/combined/examples/mortar/mortar_gradient.i)
#
# Compare a diffusion equation with (c) and without (v) periodic gradient
# constraints and a ramped sloped initial condition and value-periodic diffusion (p)
# without a slope.
#
[Mesh]
[gen]
type = GeneratedMeshGenerator
dim = 2
nx = 40
ny = 40
[]
[secondary_x]
input = gen
type = LowerDBlockFromSidesetGenerator
sidesets = '3'
new_block_id = 10
new_block_name = "secondary_x"
[]
[primary_x]
input = secondary_x
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = 12
new_block_name = "primary_x"
[]
[secondary_y]
input = primary_x
type = LowerDBlockFromSidesetGenerator
sidesets = '0'
new_block_id = 11
new_block_name = "secondary_y"
[]
[primary_y]
input = secondary_y
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = 13
new_block_name = "primary_y"
[]
[]
[Functions]
[./init_slope]
# slope with a concentration spike close to the lower interface
type = ParsedFunction
value = 'if(x>0.4 & x<0.6 & y>0.1 & y<0.3, 3+y, y)'
[../]
[./init_flat]
# no-slope and the same spike
type = ParsedFunction
value = 'if(x>0.4 & x<0.6 & y>0.1 & y<0.3, 3, 0)'
[../]
[]
[Variables]
# gradient constrained concentration
[./c]
order = FIRST
family = LAGRANGE
block = 0
[./InitialCondition]
type = FunctionIC
function = init_slope
[../]
[../]
# unconstrained concentrarion
[./v]
order = FIRST
family = LAGRANGE
block = 0
[./InitialCondition]
type = FunctionIC
function = init_slope
[../]
[../]
# flat value periodic diffusion
[./p]
order = FIRST
family = LAGRANGE
block = 0
[./InitialCondition]
type = FunctionIC
function = init_flat
[../]
[../]
# Lagrange multipliers for gradient component in the horizontal directon
[./lm_left_right_x]
order = FIRST
family = LAGRANGE
block = "secondary_x"
[../]
[./lm_left_right_y]
order = FIRST
family = LAGRANGE
block = "secondary_x"
[../]
# Lagrange multipliers for gradient component in the vertical directon
[./lm_up_down_x]
order = FIRST
family = LAGRANGE
block = "secondary_y"
[../]
[./lm_up_down_y]
order = FIRST
family = LAGRANGE
block = "secondary_y"
[../]
[]
[Kernels]
# the gradient constrained concentration
[./diff]
type = Diffusion
variable = c
block = 0
[../]
[./dt]
type = TimeDerivative
variable = c
block = 0
[../]
# the un-constrained concentration
[./diff2]
type = Diffusion
variable = v
block = 0
[../]
[./dt2]
type = TimeDerivative
variable = v
block = 0
[../]
# the value periodic concentration
[./diff3]
type = Diffusion
variable = p
block = 0
[../]
[./dt3]
type = TimeDerivative
variable = p
block = 0
[../]
[]
[Constraints]
[./equaly_grad_x]
type = EqualGradientConstraint
variable = lm_up_down_x
component = 0
secondary_variable = c
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./equaly_grad_y]
type = EqualGradientConstraint
variable = lm_up_down_y
component = 1
secondary_variable = c
secondary_boundary = bottom
primary_boundary = top
secondary_subdomain = secondary_y
primary_subdomain = primary_y
periodic = true
[../]
[./equalx_grad_x]
type = EqualGradientConstraint
variable = lm_left_right_x
component = 0
secondary_variable = c
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[./equalx_grad_y]
type = EqualGradientConstraint
variable = lm_left_right_y
component = 1
secondary_variable = c
secondary_boundary = left
primary_boundary = right
secondary_subdomain = secondary_x
primary_subdomain = primary_x
periodic = true
[../]
[]
[BCs]
# DiffusionFluxBC is the surface term in the weak form of the Diffusion equation
[./surface]
type = DiffusionFluxBC
boundary = 'top bottom left right'
variable = c
[../]
[./surface2]
type = DiffusionFluxBC
boundary = 'top bottom left right'
variable = v
[../]
# for the value periodic diffusion we skip the surface term and apply value PBCs
[./Periodic]
[./up_down]
variable = p
primary = 0
secondary = 2
translation = '0 1 0'
[../]
[./left_right]
variable = p
primary = 1
secondary = 3
translation = '-1 0 0'
[../]
[../]
[]
[AuxVariables]
[./diff_constraint]
block = 0
[../]
[./diff_periodic]
block = 0
[../]
[./diff_slope]
block = 0
[../]
[./slope]
block = 0
[./InitialCondition]
type = FunctionIC
function = y
[../]
[../]
[]
[AuxKernels]
# difference between the constrained and unconstrained sloped diffusions
[./diff_constraint]
type = ParsedAux
variable = diff_constraint
function = 'c-v'
args = 'c v'
block = 0
[../]
# difference between the periodic gradient constrained diffusion and the flat
# value period diffusien with a constant slope added. This should be the same,
# but they aren't quite because the gradient constraint affects the gradient in
# the entire elements (i.e. a larger volume is affected by the gradient constraint
# compared to the nodal value periodicity)
[./diff_periodic]
type = ParsedAux
variable = diff_periodic
function = 'c-p-slope'
args = 'c p slope'
block = 0
[../]
# subtract the constant slope from the gradient periodic simulation (should yield
# almost p - per the argument above)
[./diff_slope]
type = ParsedAux
variable = diff_slope
function = 'c-slope'
args = 'c slope'
block = 0
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
type = Transient
solve_type = NEWTON
# the shift is necessary to facilitate the solve. The Lagrange multipliers
# introduce zero-on diaginal blocks, which make the matrix hard to invert.
petsc_options_iname = '-pc_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = ' lu NONZERO 1e-10'
nl_rel_tol = 1e-11
nl_abs_tol = 1e-10
l_tol = 1e-10
dt = 0.01
num_steps = 20
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/cant-do-3d/periodic.i)
[Mesh]
[file]
type = FileMeshGenerator
file = flow_test.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
new_block_id = 11
new_block_name = "secondary"
sidesets = '1'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
new_block_id = 12
new_block_name = "primary"
sidesets = '2'
[]
[]
[Variables]
[u]
block = 'bottom middle top'
[]
[lm]
block = 'secondary'
[]
[]
[Kernels]
[diffusion]
type = Diffusion
variable = u
block = 'bottom middle top'
[]
[force]
type = BodyForce
variable = u
block = 'bottom middle top'
[]
[]
[BCs]
[left]
type = DirichletBC
variable = u
value = 1
boundary = 'around'
[]
[]
[Constraints]
[ev]
type = EqualValueConstraint
variable = lm
secondary_variable = u
primary_boundary = top
secondary_boundary = bottom
primary_subdomain = 12
secondary_subdomain = 11
periodic = true
[]
[]
[Preconditioning]
[smp]
type = SMP
full = true
[]
[]
[Executioner]
type = Steady
solve_type = NEWTON
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/gap-conductance-2d-non-conforming/gap-conductance.i)
[Mesh]
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[./lambda]
block = '10'
[../]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln
variable = T
boundary = '3 4 5 6 7 8'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[./sink]
type = Reaction
variable = T
block = '1 2'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = '1 2'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = '-4 + x^2 + y^2'
[../]
[./exact_soln]
type = ParsedFunction
value = 'x^2 + y^2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceTest
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
[../]
[]
[Materials]
[constant]
type = ADGenericConstantMaterial
prop_names = 'gap_conductance'
prop_values = '.03'
block = '1 2'
[]
[./ssm]
type = SpatialStatefulMaterial
block = '1 2'
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
petsc_options_iname = '-pc_type -snes_linesearch_type'
petsc_options_value = 'lu basic'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(test/tests/mortar/continuity-2d-non-conforming/sequencing-stateful-soln-continuity.i)
[Mesh]
second_order = true
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[Variables]
[./T]
block = '1 2'
order = SECOND
[../]
[./lambda]
block = '10'
[../]
[]
[AuxVariables]
[ssm]
order = CONSTANT
family = MONOMIAL
block = '1 2'
[]
[]
[BCs]
[./neumann]
type = FunctionGradientNeumannBC
exact_solution = exact_soln
variable = T
boundary = '3 4 5 6 7 8'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[./sink]
type = Reaction
variable = T
block = '1 2'
[../]
[./forcing_function]
type = BodyForce
variable = T
function = forcing_function
block = '1 2'
[../]
[]
[AuxKernels]
[ssm]
type = MaterialRealAux
variable = ssm
property = diffusivity
block = '1 2'
[]
[]
[Materials]
[./ssm]
type = SpatialStatefulMaterial
block = '1 2'
[../]
[]
[Functions]
[./forcing_function]
type = ParsedFunction
value = '-4 + x^2 + y^2'
[../]
[./exact_soln]
type = ParsedFunction
value = 'x^2 + y^2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = EqualValueConstraint
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
nl_abs_tol = 1e-12
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
num_grids = 2
[]
[Outputs]
exodus = true
[]
[Adaptivity]
steps = 1
marker = uniform
[Markers]
[uniform]
type = UniformMarker
mark = refine
[]
[]
[]
(modules/porous_flow/test/tests/aux_kernels/element_normal_2D_3D.i)
# The PorousFlowElementNormal is used to calculate normal directions
[Mesh]
[base]
type = AnnularMeshGenerator
dmax = 90
nr = 1
nt = 1
rmin = 0.1
rmax = 1
[]
[make3D]
type = MeshExtruderGenerator
input = base
bottom_sideset = bottom
extrusion_vector = '0 0 1'
top_sideset = top
[]
[rmax_block]
type = LowerDBlockFromSidesetGenerator
input = make3D
sidesets = rmax
new_block_name = rmax
[]
[top_block]
type = LowerDBlockFromSidesetGenerator
input = rmax_block
sidesets = top
new_block_name = top
[]
[]
[Variables]
[dummy]
[]
[]
[Kernels]
[dummy]
type = Diffusion
variable = dummy
[]
[]
[AuxVariables]
[nx]
family = MONOMIAL
order = CONSTANT
[]
[ny]
family = MONOMIAL
order = CONSTANT
[]
[nz]
family = MONOMIAL
order = CONSTANT
[]
[]
[AuxKernels]
[nx]
type = PorousFlowElementNormal
variable = nx
component = x
3D_default = '-3 4 5'
[]
[ny]
type = PorousFlowElementNormal
variable = ny
component = y
3D_default = '-3 4 5'
[]
[nz]
type = PorousFlowElementNormal
variable = nz
component = z
3D_default = '-3 4 5'
[]
[]
[Postprocessors]
[n3Dx]
type = ElementAverageValue
variable = nx
block = 0
[]
[n3Dy]
type = ElementAverageValue
variable = ny
block = 0
[]
[n3Dz]
type = ElementAverageValue
variable = nz
block = 0
[]
[nrmaxx]
type = ElementAverageValue
variable = nx
block = rmax
[]
[nrmaxy]
type = ElementAverageValue
variable = ny
block = rmax
[]
[nrmaxz]
type = ElementAverageValue
variable = nz
block = rmax
[]
[ntopx]
type = ElementAverageValue
variable = nx
block = top
[]
[ntopy]
type = ElementAverageValue
variable = ny
block = top
[]
[ntopz]
type = ElementAverageValue
variable = nz
block = top
[]
[]
[Executioner]
type = Transient
dt = 1
num_steps = 1
[]
[Outputs]
csv = true
exodus = true
[]
(modules/contact/test/tests/pdass_problems/ironing.i)
[GlobalParams]
volumetric_locking_correction = true
displacements = 'disp_x disp_y'
[]
[Mesh]
[input_file]
type = FileMeshGenerator
file = iron.e
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
new_block_id = 10001
new_block_name = 'secondary_lower'
sidesets = '10'
input = input_file
[]
[primary]
type = LowerDBlockFromSidesetGenerator
new_block_id = 10000
sidesets = '20'
new_block_name = 'primary_lower'
input = secondary
[]
patch_update_strategy = auto
patch_size = 20
[]
[Variables]
[disp_x]
[]
[disp_y]
[]
[frictionless_normal_lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
use_dual = true
[]
[tangential_lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
use_dual = true
[]
[]
[AuxVariables]
[stress_xx]
order = CONSTANT
family = MONOMIAL
[]
[stress_yy]
order = CONSTANT
family = MONOMIAL
[]
[stress_xy]
order = CONSTANT
family = MONOMIAL
[]
[saved_x]
[]
[saved_y]
[]
[diag_saved_x]
[]
[diag_saved_y]
[]
[von_mises]
order = CONSTANT
family = MONOMIAL
[]
[]
[Functions]
[disp_ramp_vert]
type = PiecewiseLinear
x = '0. 2. 8.'
y = '0. -1.0 -1.0'
[]
[disp_ramp_horz]
type = PiecewiseLinear
x = '0. 8.' # x = '0. 2. 8.'
y = '0. 8.' # y = '0. 0. 8'
[]
[]
[Kernels]
[TensorMechanics]
use_displaced_mesh = true
save_in = 'saved_x saved_y'
block = '1 2'
strain = FINITE
[]
[]
[AuxKernels]
[stress_xx]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx
index_i = 0
index_j = 0
execute_on = timestep_end
block = '1 2'
[]
[stress_yy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_yy
index_i = 1
index_j = 1
execute_on = timestep_end
block = '1 2'
[]
[stress_xy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xy
index_i = 0
index_j = 1
execute_on = timestep_end
block = '1 2'
[]
[von_mises_kernel]
#Calculates the von mises stress and assigns it to von_mises
type = RankTwoScalarAux
variable = von_mises
rank_two_tensor = stress
execute_on = timestep_end
scalar_type = VonMisesStress
block = '1 2'
[]
[]
[Postprocessors]
[bot_react_x]
type = NodalSum
variable = saved_x
boundary = 20
[]
[bot_react_y]
type = NodalSum
variable = saved_y
boundary = 20
[]
[top_react_x]
type = NodalSum
variable = saved_x
boundary = 10
[]
[top_react_y]
type = NodalSum
variable = saved_y
boundary = 10
[]
[_dt]
type = TimestepSize
[]
[contact_pressure]
type = NodalVariableValue
variable = frictionless_normal_lm
nodeid = 805
[]
[]
[BCs]
[bot_x_disp]
type = DirichletBC
variable = disp_x
boundary = '40'
value = 0.0
preset = false
[]
[bot_y_disp]
type = DirichletBC
variable = disp_y
boundary = '40'
value = 0.0
preset = false
[]
[top_y_disp]
type = FunctionDirichletBC
variable = disp_y
boundary = '30'
function = disp_ramp_vert
preset = false
[]
[top_x_disp]
type = FunctionDirichletBC
variable = disp_x
boundary = '30'
function = disp_ramp_horz
preset = false
[]
[]
[Materials]
[stuff1_elas_tens]
type = ComputeIsotropicElasticityTensor
block = '2'
youngs_modulus = 6896
poissons_ratio = 0.32
[]
[stuff1_strain]
type = ComputeFiniteStrain
block = '2'
[]
[stuff1_stress]
type = ComputeFiniteStrainElasticStress
block = '2'
[]
[stuff2_elas_tens]
type = ComputeIsotropicElasticityTensor
block = '1'
youngs_modulus = 689.6
poissons_ratio = 0.32
[]
[stuff2_strain]
type = ComputeFiniteStrain
block = '1'
[]
[stuff2_stress]
type = ComputeFiniteStrainElasticStress
block = '1'
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
petsc_options_value = 'lu superlu_dist'
line_search = 'none'
nl_abs_tol = 1e-7
nl_rel_tol = 1e-7
l_tol = 1e-6
l_max_its = 50
nl_max_its = 30
start_time = 0.0
end_time = 0.1 # 6.5
dt = 0.0125
dtmin = 1e-5
[]
[Preconditioning]
[SMP]
type = SMP
full = true
[]
[]
[VectorPostprocessors]
[cont_press]
type = NodalValueSampler
variable = frictionless_normal_lm
boundary = '10'
sort_by = id
execute_on = FINAL
[]
[friction]
type = NodalValueSampler
variable = tangential_lm
boundary = '10'
sort_by = id
execute_on = FINAL
[]
[]
[Outputs]
print_linear_residuals = true
perf_graph = true
exodus = false
csv = true
[chkfile]
type = CSV
show = 'cont_press friction'
start_time = 0.0
execute_vector_postprocessors_on = FINAL
[]
[console]
type = Console
max_rows = 5
[]
[]
[Debug]
show_var_residual_norms = true
[]
[Constraints]
# All constraints below for mechanical contact (Mortar)
[weighted_gap_lm]
type = ComputeFrictionalForceLMMechanicalContact
primary_boundary = 20
secondary_boundary = 10
primary_subdomain = 10000
secondary_subdomain = 10001
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
friction_lm = tangential_lm
mu = 0.5
c_t = 1.0e1
c = 1.0e3
[]
[x]
type = NormalMortarMechanicalContact
primary_boundary = 20
secondary_boundary = 10
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[y]
type = NormalMortarMechanicalContact
primary_boundary = 20
secondary_boundary = 10
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_x]
type = TangentialMortarMechanicalContact
primary_boundary = 20
secondary_boundary = 10
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = tangential_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_y]
type = TangentialMortarMechanicalContact
primary_boundary = 20
secondary_boundary = 10
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = tangential_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
(modules/contact/test/tests/pdass_problems/cylinder_friction.i)
[GlobalParams]
volumetric_locking_correction = true
displacements = 'disp_x disp_y'
[]
[Mesh]
[input_file]
type = FileMeshGenerator
file = hertz_cyl_coarser.e
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
new_block_id = 10001
new_block_name = 'secondary_lower'
sidesets = '3'
input = input_file
[]
[primary]
type = LowerDBlockFromSidesetGenerator
new_block_id = 10000
sidesets = '2'
new_block_name = 'primary_lower'
input = secondary
[]
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[disp_x]
[]
[disp_y]
[]
[frictionless_normal_lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
use_dual = true
[]
[tangential_lm]
block = 'secondary_lower'
use_dual = true
[]
[]
[AuxVariables]
[stress_xx]
order = CONSTANT
family = MONOMIAL
[]
[stress_yy]
order = CONSTANT
family = MONOMIAL
[]
[stress_xy]
order = CONSTANT
family = MONOMIAL
[]
[saved_x]
[]
[saved_y]
[]
[diag_saved_x]
[]
[diag_saved_y]
[]
[]
[Functions]
[disp_ramp_vert]
type = PiecewiseLinear
x = '0. 1. 3.5'
y = '0. -0.020 -0.020'
[]
[disp_ramp_horz]
type = PiecewiseLinear
x = '0. 1. 3.5'
y = '0. 0.0 0.015'
[]
[]
[Kernels]
[TensorMechanics]
use_displaced_mesh = true
save_in = 'saved_x saved_y'
extra_vector_tags = 'ref'
block = '1 2 3 4 5 6 7'
[]
[]
[AuxKernels]
[stress_xx]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx
index_i = 0
index_j = 0
execute_on = timestep_end
block = '1 2 3 4 5 6 7'
[]
[stress_yy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_yy
index_i = 1
index_j = 1
execute_on = timestep_end
block = '1 2 3 4 5 6 7'
[]
[stress_xy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xy
index_i = 0
index_j = 1
execute_on = timestep_end
block = '1 2 3 4 5 6 7'
[]
[]
[Postprocessors]
[bot_react_x]
type = NodalSum
variable = saved_x
boundary = 1
[]
[bot_react_y]
type = NodalSum
variable = saved_y
boundary = 1
[]
[top_react_x]
type = NodalSum
variable = saved_x
boundary = 4
[]
[top_react_y]
type = NodalSum
variable = saved_y
boundary = 4
[]
[_dt]
type = TimestepSize
[]
[num_lin_it]
type = NumLinearIterations
[]
[num_nonlin_it]
type = NumNonlinearIterations
[]
[]
[BCs]
[side_x]
type = DirichletBC
variable = disp_y
boundary = '1 2'
value = 0.0
[]
[bot_y]
type = DirichletBC
variable = disp_x
boundary = '1 2'
value = 0.0
[]
[top_y_disp]
type = FunctionDirichletBC
variable = disp_y
boundary = 4
function = disp_ramp_vert
[]
[top_x_disp]
type = FunctionDirichletBC
variable = disp_x
boundary = 4
function = disp_ramp_horz
[]
[]
[Materials]
[stuff1_elas_tens]
type = ComputeIsotropicElasticityTensor
block = '1'
youngs_modulus = 1e10
poissons_ratio = 0.0
[]
[stuff1_strain]
type = ComputeFiniteStrain
block = '1'
[]
[stuff1_stress]
type = ComputeFiniteStrainElasticStress
block = '1'
[]
[stuff2_elas_tens]
type = ComputeIsotropicElasticityTensor
block = '2 3 4 5 6 7'
youngs_modulus = 1e6
poissons_ratio = 0.3
[]
[stuff2_strain]
type = ComputeFiniteStrain
block = '2 3 4 5 6 7'
[]
[stuff2_stress]
type = ComputeFiniteStrainElasticStress
block = '2 3 4 5 6 7'
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -pc_factor_shift_type -pc_factor_shift_amount -mat_mffd_err'
petsc_options_value = 'lu NONZERO 1e-15 1e-5'
line_search = 'none'
nl_abs_tol = 1e-5
nl_rel_tol = 1e-5
l_max_its = 100
nl_max_its = 30
start_time = 0.0
end_time = 0.3 # 3.5
l_tol = 1e-4
dt = 0.1
dtmin = 0.001
[]
[Preconditioning]
[SMP]
type = SMP
full = true
[]
[]
[VectorPostprocessors]
[x_disp]
type = NodalValueSampler
variable = disp_x
boundary = '3 4'
sort_by = id
[]
[y_disp]
type = NodalValueSampler
variable = disp_y
boundary = '3 4'
sort_by = id
[]
[cont_press]
type = NodalValueSampler
variable = frictionless_normal_lm
boundary = '3'
sort_by = id
[]
[friction]
type = NodalValueSampler
variable = frictionless_normal_lm
boundary = '3'
sort_by = id
[]
[]
[Outputs]
print_linear_residuals = true
perf_graph = true
exodus = true
[console]
type = Console
max_rows = 5
[]
[chkfile]
type = CSV
show = 'x_disp y_disp cont_press friction'
start_time = 0.0
execute_vector_postprocessors_on = FINAL
[]
[]
[Constraints]
[weighted_gap_lm]
type = ComputeFrictionalForceLMMechanicalContact
primary_boundary = 2
secondary_boundary = 3
primary_subdomain = 10000
secondary_subdomain = 10001
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
friction_lm = tangential_lm
mu = 0.4
c_t = 1.0e5
c = 1.0e6
[]
[x]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[y]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '3'
primary_subdomain = '10000'
secondary_subdomain = '10001'
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_x]
type = TangentialMortarMechanicalContact
primary_boundary = 2
secondary_boundary = 3
primary_subdomain = 10000
secondary_subdomain = 10001
variable = tangential_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[tangential_y]
type = TangentialMortarMechanicalContact
primary_boundary = 2
secondary_boundary = 3
primary_subdomain = 10000
secondary_subdomain = 10001
variable = tangential_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
(modules/heat_conduction/test/tests/gap_heat_transfer_mortar/gap_heat_transfer_mortar_displaced.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = 2blk-gap.e
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = 10001
new_block_name = 'secondary_lower'
input = file
[]
[primary]
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = 10000
new_block_name = 'primary_lower'
input = secondary
[]
[]
[Problem]
kernel_coverage_check = false
material_coverage_check = false
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./disp_x]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./disp_y]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[]
[Materials]
[./left]
type = ADHeatConductionMaterial
block = 1
thermal_conductivity = 1000
specific_heat = 1
[../]
[./right]
type = ADHeatConductionMaterial
block = 2
thermal_conductivity = 500
specific_heat = 1
[../]
[]
[Kernels]
[./hc_displaced_block]
type = ADHeatConduction
variable = temp
use_displaced_mesh = true
block = '1'
[../]
[./hc_undisplaced_block]
type = ADHeatConduction
variable = temp
use_displaced_mesh = false
block = '2'
[../]
[disp_x]
type = Diffusion
variable = disp_x
block = '1 2'
[]
[disp_y]
type = Diffusion
variable = disp_y
block = '1 2'
[]
[]
[Constraints]
[./ced]
type = GapConductanceConstraint
variable = lm
secondary_variable = temp
k = 100
use_displaced_mesh = true
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
displacements = 'disp_x disp_y'
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = temp
boundary = 'left'
value = 1
[../]
[./right]
type = DirichletBC
variable = temp
boundary = 'right'
value = 0
[../]
[left_disp_x]
type = DirichletBC
preset = false
variable = disp_x
boundary = 'left'
value = .1
[]
[right_disp_x]
type = DirichletBC
preset = false
variable = disp_x
boundary = 'right'
value = 0
[]
[bottom_disp_y]
type = DirichletBC
preset = false
variable = disp_y
boundary = 'bottom'
value = 0
[]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
solve_type = 'NEWTON'
[../]
[]
[Executioner]
type = Steady
nl_rel_tol = 1e-11
[]
[Outputs]
exodus = true
show = 'temp disp_x disp_y'
[dof]
type = DOFMap
execute_on = 'initial'
[]
[]
(test/tests/mesh_modifiers/lower_d_block/lower_d.i)
[Mesh]
[gen]
type = GeneratedMeshGenerator
dim = 2
nx = 10
ny = 10
[]
[lower]
type = LowerDBlockFromSidesetGenerator
input = gen
new_block_id = 10
sidesets = '0 0 1 2 3'
[]
[]
[Variables]
[u]
block = 0
[]
[v]
block = 10
[]
[]
[Kernels]
[diff]
type = Diffusion
variable = u
block = 0
[]
[srcv]
type = BodyForce
block = 10
variable = v
function = 1
[]
[time_v]
type = TimeDerivative
block = 10
variable = v
[]
[]
[BCs]
[left]
type = DirichletBC
variable = u
boundary = left
value = 0
[]
[right]
type = DirichletBC
variable = u
boundary = right
value = 1
[]
[]
[Executioner]
type = Transient
num_steps = 2
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -pc_hypre_type'
petsc_options_value = 'hypre boomeramg'
[]
[Outputs]
exodus = true
[]
(modules/contact/test/tests/mechanical-small-problem/mortar-mech.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = mesh.e
[]
[./primary]
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
input = file
[../]
[./secondary]
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
input = primary
[../]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./disp_x]
block = '1 2'
[../]
[./disp_y]
block = '1 2'
[../]
[./lambda]
block = '10'
family = MONOMIAL
order = CONSTANT
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = 'outside_left'
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = 'outside_left'
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 'outside_right'
function = '-5e-3 * t'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 'outside_right'
function = 0
[../]
[]
[Kernels]
[disp_x]
type = Diffusion
variable = disp_x
block = '1 2'
[]
[disp_y]
type = Diffusion
variable = disp_y
block = '1 2'
[]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[lm]
type = NormalMortarLMMechanicalContact
primary_boundary = '2'
secondary_boundary = '1'
primary_subdomain = '20'
secondary_subdomain = '10'
variable = lambda
secondary_variable = disp_x
secondary_disp_y = disp_y
use_displaced_mesh = true
compute_primal_residuals = false
[]
[x]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '1'
primary_subdomain = '20'
secondary_subdomain = '10'
variable = lambda
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[y]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '1'
primary_subdomain = '20'
secondary_subdomain = '10'
variable = lambda
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = PJFNK
type = Transient
num_steps = 10
dt = 1
dtmin = 1
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(modules/combined/test/tests/gap_heat_transfer_mortar/small-2d-rz/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
xmax = 0.6
ymin = -10
ymax = 10
nx = 2
ny = 67
elem_type = ${elem}
boundary_name_prefix = plank
[]
[plank_id]
type = SubdomainIDGenerator
input = plank
subdomain_id = 1
[]
[block]
type = GeneratedMeshGenerator
dim = 2
xmin = 0.61
xmax = 1.21
ymin = 7.7
ymax = 8.5
nx = 3
ny = 4
elem_type = ${elem}
boundary_name_prefix = block
boundary_id_offset = 10
[]
[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'
[]
[secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_subdomain'
[]
[]
[Problem]
coord_type = RZ
[]
[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)}
[]
[temp]
order = ${order}
block = 'plank block'
scaling = 1e-1
[]
[thermal_lm]
order = ${order}
block = 'frictionless_secondary_subdomain'
scaling = 1e-7
[]
[frictionless_normal_lm]
order = FIRST
block = 'frictionless_secondary_subdomain'
scaling = 1e3
use_dual = true
[]
[]
[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
[]
[]
[Kernels]
[hc]
type = ADHeatConduction
variable = temp
use_displaced_mesh = true
block = 'plank block'
[]
[]
[Constraints]
[weighted_gap_lm]
type = ComputeWeightedGapLMMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
[]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[thermal_contact]
type = GapConductanceConstraint
variable = thermal_lm
secondary_variable = temp
k = 1
use_displaced_mesh = true
primary_boundary = plank_right
primary_subdomain = frictionless_primary_subdomain
secondary_boundary = block_left
secondary_subdomain = frictionless_secondary_subdomain
displacements = 'disp_x disp_y'
[]
[]
[BCs]
[left_temp]
type = DirichletBC
variable = temp
boundary = 'plank_left'
value = 400
[]
[right_temp]
type = DirichletBC
variable = temp
boundary = 'block_right'
value = 300
[]
[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'
preset = false
[]
[right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
preset = false
[]
[]
[Materials]
[plank]
type = ADComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[]
[block]
type = ADComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[]
[stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[]
[heat_plank]
type = ADHeatConductionMaterial
block = plank
thermal_conductivity = 2
specific_heat = 1
[]
[heat_block]
type = ADHeatConductionMaterial
block = block
thermal_conductivity = 1
specific_heat = 1
[]
[]
[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 -snes_max_it'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15 20'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'none'
[]
[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_secondary_subdomain
[]
[avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[]
[avg_temp]
type = ElementAverageValue
variable = temp
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 = ${name}
checkpoint = true
[comp]
type = CSV
show = 'contact avg_temp'
[]
[out]
type = CSV
file_base = '${name}_out'
[]
[]
[Debug]
show_var_residual_norms = true
[]
(modules/contact/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}
boundary_name_prefix = plank
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[../]
[./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'
[../]
[./secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[../]
[./primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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_secondary_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
secondary = block_left
primary = plank_right
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_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'
snesmf_reuse_base = false
[]
[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_secondary_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/contact/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 = 0
ymax = 10
nx = 2
ny = 33
elem_type = ${elem}
boundary_name_prefix = plank
[../]
[./plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[../]
[./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'
[../]
[./secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[../]
[./primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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_secondary_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
secondary = block_left
primary = plank_right
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
ncp_function_type = min
use_displaced_mesh = true
[../]
[./normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[../]
[./normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_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 = 5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'contact'
snesmf_reuse_base = false
[]
[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_secondary_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/bcs/ad_coupled_lower_value/test.i)
[Mesh]
[./square]
type = GeneratedMeshGenerator
dim = 2
nx = 10
ny = 10
[../]
[lower_d]
type = LowerDBlockFromSidesetGenerator
input = square
new_block_name = 'lower'
sidesets = 'top right'
[]
[]
[Variables]
[./u]
block = 0
[../]
[lower]
block = 'lower'
[]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
block = 0
[../]
[]
[NodalKernels]
[time]
type = TimeDerivativeNodalKernel
variable = lower
block = lower
[]
[growth]
type = ConstantRate
rate = 1
variable = lower
block = lower
[]
[]
[BCs]
[./dirichlet]
type = DirichletBC
variable = u
boundary = 'left bottom'
value = 0
[../]
[./neumann]
type = ADCoupledLowerValue
variable = u
boundary = 'right top'
lower_d_var = lower
[../]
[]
[Executioner]
type = Transient
num_steps = 2
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/continuity-2d-conforming/conforming-2nd-order.i)
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-conf-2nd.e
[]
[secondary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = '10001'
new_block_name = 'secondary_lower'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = '10000'
new_block_name = 'primary_lower'
[]
[]
[Problem]
kernel_coverage_check = false
[]
[Functions]
[./exact_sln]
type = ParsedFunction
value = x*x+y*y
[../]
[./ffn]
type = ParsedFunction
value = -4
[../]
[]
[Variables]
[./u]
order = SECOND
family = LAGRANGE
block = '1 2'
[../]
[./lm]
order = SECOND
family = LAGRANGE
block = secondary_lower
[../]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
[../]
[./ffn]
type = BodyForce
variable = u
function = ffn
[../]
[]
[Constraints]
[./ced]
type = EqualValueConstraint
variable = lm
secondary_variable = u
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
[../]
[]
[BCs]
[./all]
type = FunctionDirichletBC
variable = u
boundary = '1 2 3 4'
function = exact_sln
[../]
[]
[Postprocessors]
[./l2_error]
type = ElementL2Error
variable = u
function = exact_sln
block = '1 2'
execute_on = 'initial timestep_end'
[../]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
solve_type = 'NEWTON'
[../]
[]
[Executioner]
type = Steady
nl_rel_tol = 1e-14
l_tol = 1e-14
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/gap_heat_transfer_mortar/small-2d/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}
boundary_name_prefix = plank
[]
[plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[]
[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'
[]
[secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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)}
[]
[temp]
order = ${order}
block = 'plank block'
scaling = 1e-1
[]
[thermal_lm]
order = ${order}
block = 'frictionless_secondary_subdomain'
scaling = 1e-7
[]
[frictionless_normal_lm]
order = FIRST
block = 'frictionless_secondary_subdomain'
scaling = 1e3
use_dual = true
[]
[]
[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
[]
[]
[Kernels]
[hc]
type = ADHeatConduction
variable = temp
use_displaced_mesh = true
block = 'plank block'
[]
[]
[Constraints]
[weighted_gap_lm]
type = ComputeWeightedGapLMMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
[]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[thermal_contact]
type = GapConductanceConstraint
variable = thermal_lm
secondary_variable = temp
k = 1
use_displaced_mesh = true
primary_boundary = plank_right
primary_subdomain = frictionless_primary_subdomain
secondary_boundary = block_left
secondary_subdomain = frictionless_secondary_subdomain
displacements = 'disp_x disp_y'
[]
[]
[BCs]
[left_temp]
type = DirichletBC
variable = temp
boundary = 'plank_left'
value = 400
[]
[right_temp]
type = DirichletBC
variable = temp
boundary = 'block_right'
value = 300
[]
[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 = ADComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[]
[block]
type = ADComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[]
[stress]
type = ADComputeLinearElasticStress
block = 'plank block'
[]
[heat_plank]
type = ADHeatConductionMaterial
block = plank
thermal_conductivity = 2
specific_heat = 1
[]
[heat_block]
type = ADHeatConductionMaterial
block = block
thermal_conductivity = 1
specific_heat = 1
[]
[]
[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 -snes_max_it'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15 20'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'none'
[]
[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_secondary_subdomain
[]
[avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[]
[avg_temp]
type = ElementAverageValue
variable = temp
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 = ${name}
checkpoint = true
[comp]
type = CSV
show = 'contact avg_temp'
[]
[out]
type = CSV
file_base = '${name}_out'
[]
[]
[Debug]
show_var_residual_norms = true
[]
(modules/heat_conduction/test/tests/gap_heat_transfer_mortar/gap_heat_transfer_mortar.i)
[Mesh]
[file]
type = FileMeshGenerator
file = 2blk-gap.e
[]
[secondary]
type = LowerDBlockFromSidesetGenerator
sidesets = '101'
new_block_id = '10001'
new_block_name = 'secondary_lower'
input = file
[]
[primary]
type = LowerDBlockFromSidesetGenerator
sidesets = '100'
new_block_id = '10000'
new_block_name = 'primary_lower'
input = secondary
[]
[]
[Problem]
kernel_coverage_check = false
material_coverage_check = false
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
block = '1 2'
[../]
[./lm]
order = FIRST
family = LAGRANGE
block = 'secondary_lower'
[../]
[]
[Materials]
[./left]
type = HeatConductionMaterial
block = 1
thermal_conductivity = 1000
specific_heat = 1
[../]
[./right]
type = HeatConductionMaterial
block = 2
thermal_conductivity = 500
specific_heat = 1
[../]
[]
[Kernels]
[./hc]
type = HeatConduction
variable = temp
use_displaced_mesh = false
block = '1 2'
[../]
[]
[Constraints]
[./ced]
type = GapConductanceConstraint
variable = lm
secondary_variable = temp
k = 100
primary_boundary = 100
primary_subdomain = 10000
secondary_boundary = 101
secondary_subdomain = 10001
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = temp
boundary = 'left'
value = 1
[../]
[./right]
type = DirichletBC
variable = temp
boundary = 'right'
value = 0
[../]
[]
[Preconditioning]
[./fmp]
type = SMP
full = true
[../]
[]
[Executioner]
type = Steady
solve_type = 'PJFNK'
nl_rel_tol = 1e-11
[]
[Outputs]
exodus = true
[]
(modules/porous_flow/examples/multiapp_fracture_flow/fracture_diffusion/no_multiapp.i)
# A fracture, which is a 1D line of elements, is embedded in a matrix, which is a 2D surface of elements.
# The meshes conform: all fracture nodes are also matrix nodes (the fracture elements are sides of matrix elements).
# The overall mesh has two blocks, named "matrix" and "fracture".
#
# Two variables are defined:
# - frac_T, which is the temperature inside the fracture;
# - matrix_T, which is the temperature in the matrix.
# frac_T is governed by a diffusion equation along the 1D fracture.
# matrix_T is governed by a diffusion equation in the 2D matrix, with small diffusion coefficient.
# Heat is exchanged between the two systems via a heat-transfer coefficient, defined on the fracture subdomain, using two PorousFlowHeatMassTransfer Kernels
#
# If the mesh is too coarse, overshoots and undershoots in matrix_T can be observed.
[Mesh]
[generate]
type = GeneratedMeshGenerator
dim = 2
nx = 20
xmin = 0
xmax = 10.0
ny = 20 # anything less than this produces over/under-shoots
ymin = -2
ymax = 2
[]
[matrix_subdomain]
type = RenameBlockGenerator
input = generate
old_block_id = 0
new_block_name = matrix
[]
[fracture_sideset]
type = ParsedGenerateSideset
input = matrix_subdomain
combinatorial_geometry = 'y>-1E-6 & y<1E-6'
normal = '0 1 0'
new_sideset_name = fracture_sideset
[]
[fracture_subdomain]
type = LowerDBlockFromSidesetGenerator
input = fracture_sideset
new_block_id = 1
new_block_name = fracture
sidesets = fracture_sideset
[]
[]
[Variables]
[frac_T]
block = fracture
[]
[matrix_T]
# Needs to be defined on both blocks, so PorousFlowHeatMassTransfer works appropriately
# Kernels for diffusion are on block=matrix only
[]
[]
[BCs]
[frac_T]
type = DirichletBC
variable = frac_T
boundary = left
value = 1
[]
[]
[Kernels]
[dot_frac_T]
type = CoefTimeDerivative
Coefficient = 1E-2
variable = frac_T
block = fracture
[]
[fracture_diffusion]
type = AnisotropicDiffusion
variable = frac_T
tensor_coeff = '1E-2 0 0 0 1E-2 0 0 0 1E-2'
block = fracture
[]
[toMatrix]
type = PorousFlowHeatMassTransfer
block = fracture
variable = frac_T
v = matrix_T
transfer_coefficient = 0.02
[]
[dot_matrix_T]
type = TimeDerivative
variable = matrix_T
block = matrix
[]
[matrix_diffusion]
type = AnisotropicDiffusion
variable = matrix_T
tensor_coeff = '1E-3 0 0 0 1E-3 0 0 0 1E-3'
block = matrix
[]
[fromFracture]
type = PorousFlowHeatMassTransfer
block = fracture
variable = matrix_T
v = frac_T
transfer_coefficient = 0.02
[]
[]
[Preconditioning]
[entire_jacobian]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = NEWTON
dt = 100
end_time = 100
[]
[VectorPostprocessors]
[frac_T]
type = NodalValueSampler
block = fracture
outputs = frac_T
sort_by = x
variable = frac_T
[]
[]
[Outputs]
print_linear_residuals = false
exodus = false
[frac_T]
type = CSV
execute_on = FINAL
[]
[]
(test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance-bnd-aux-kernel.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
# block 1: left
# block 2: right
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[AuxVariables]
[disp_x]
block = '1 2'
[]
[disp_y]
block = '1 2'
[]
[aux_var]
[]
[]
[AuxKernels]
[function_x]
type = FunctionAux
function = '.05 * t'
variable = 'disp_x'
block = '2'
[]
[function_y]
type = FunctionAux
function = '.05 * t'
variable = 'disp_y'
block = '2'
[]
[flux_modifier]
type = StatefulAuxLowerD
variable = 'aux_var'
coupled_variable = 'lambda'
boundary = '1'
[]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[./lambda]
block = '10'
family = LAGRANGE
order = FIRST
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = T
boundary = '5'
value = 0
[../]
[./right]
type = DirichletBC
variable = T
boundary = '8'
value = 1
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceAuxKernel
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
use_displaced_mesh = true
auxkernel_variable = 'aux_var'
[../]
[]
[Materials]
[constant]
type = ADGenericConstantMaterial
prop_names = 'gap_conductance'
prop_values = '.03'
block = '1 2'
use_displaced_mesh = true
[]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Transient
num_steps = 5
petsc_options_iname = '-pc_type -snes_linesearch_type'
petsc_options_value = 'lu basic'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(test/tests/mortar/mortar-q-points/test.i)
[Mesh]
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
uniform_refine = 2
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[./reaction]
type = Reaction
variable = T
block = '1 2'
[../]
[]
[Constraints]
[./mortar]
type = SpatiallyVaryingSource
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
secondary_variable = T
[../]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Steady
[]
[Outputs]
exodus = true
[]
(test/tests/meshgenerators/lower_d_block_generator/ids.i)
[Mesh]
[./gmg]
type = GeneratedMeshGenerator
dim = 2
nx = 10
ny = 10
[]
[./lower_d_block]
type = LowerDBlockFromSidesetGenerator
input = gmg
new_block_id = 10
sidesets = '0 0 1 2 3'
[]
[]
[Variables]
[./u]
block = 0
[../]
[./v]
block = 10
[../]
[]
[Kernels]
[./diff]
type = Diffusion
variable = u
block = 0
[../]
[./srcv]
type = BodyForce
block = 10
variable = v
function = 1
[../]
[./time_v]
type = TimeDerivative
block = 10
variable = v
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = u
boundary = left
value = 0
[../]
[./right]
type = DirichletBC
variable = u
boundary = right
value = 1
[../]
[]
[Executioner]
type = Transient
num_steps = 2
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -pc_hypre_type'
petsc_options_value = 'hypre boomeramg'
[]
[Outputs]
exodus = true
[]
(test/tests/mortar/displaced-gap-conductance-2d-bnd-coupling/gap-conductance.i)
[Mesh]
displacements = 'disp_x disp_y'
[file]
type = FileMeshGenerator
file = nodal_normals_test_offset_nonmatching_gap.e
# block 1: left
# block 2: right
[]
[./primary]
input = file
type = LowerDBlockFromSidesetGenerator
sidesets = '2'
new_block_id = '20'
[../]
[./secondary]
input = primary
type = LowerDBlockFromSidesetGenerator
sidesets = '1'
new_block_id = '10'
[../]
[]
[AuxVariables]
[disp_x]
block = '1 2'
[]
[disp_y]
block = '1 2'
[]
[aux_var]
[]
[]
[AuxKernels]
[function_x]
type = FunctionAux
function = '.05 * t'
variable = 'disp_x'
block = '2'
[]
[function_y]
type = FunctionAux
function = '.05 * t'
variable = 'disp_y'
block = '2'
[]
[flux_modifier]
type = StatefulAuxLowerD
variable = 'aux_var'
coupled_variable = 'lambda'
boundary = '1'
[]
[]
[Problem]
kernel_coverage_check = false
[]
[Variables]
[./T]
block = '1 2'
[../]
[./lambda]
block = '10'
family = LAGRANGE
order = FIRST
[../]
[]
[BCs]
[./left]
type = DirichletBC
variable = T
boundary = '5'
value = 0
[../]
[./right]
type = DirichletBC
variable = T
boundary = '8'
value = 1
[../]
[]
[Kernels]
[./conduction]
type = Diffusion
variable = T
block = '1 2'
[../]
[]
[Debug]
show_var_residual_norms = 1
[]
[Constraints]
[./mortar]
type = GapHeatConductanceAuxKernel
primary_boundary = 2
secondary_boundary = 1
primary_subdomain = 20
secondary_subdomain = 10
variable = lambda
secondary_variable = T
use_displaced_mesh = true
auxkernel_variable = 'aux_var'
[../]
[]
[Materials]
[constant]
type = ADGenericConstantMaterial
prop_names = 'gap_conductance'
prop_values = '.03'
block = '1 2'
use_displaced_mesh = true
[]
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = NEWTON
type = Transient
num_steps = 5
petsc_options_iname = '-pc_type -snes_linesearch_type'
petsc_options_value = 'lu basic'
[]
[Outputs]
exodus = true
[dofmap]
type = DOFMap
execute_on = 'initial'
[]
[]
(modules/combined/test/tests/gap_heat_transfer_mortar/finite-2d/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}
boundary_name_prefix = plank
[]
[plank_id]
type = SubdomainIDGenerator
input = plank
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}
boundary_name_prefix = block
boundary_id_offset = 10
[]
[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'
[]
[secondary]
input = block_rename
type = LowerDBlockFromSidesetGenerator
sidesets = 'block_left'
new_block_id = '30'
new_block_name = 'frictionless_secondary_subdomain'
[]
[primary]
input = secondary
type = LowerDBlockFromSidesetGenerator
sidesets = 'plank_right'
new_block_id = '20'
new_block_name = 'frictionless_primary_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)}
[]
[temp]
order = ${order}
block = 'plank block'
scaling = 1e-1
[]
[thermal_lm]
order = ${order}
block = 'frictionless_secondary_subdomain'
scaling = 1e-7
[]
[frictionless_normal_lm]
order = FIRST
block = 'frictionless_secondary_subdomain'
scaling = 1e3
use_dual = true
[]
[]
[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
strain = FINITE
[]
[]
[Kernels]
[hc]
type = ADHeatConduction
variable = temp
use_displaced_mesh = true
block = 'plank block'
[]
[]
[Constraints]
[weighted_gap_lm]
type = ComputeWeightedGapLMMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
disp_x = disp_x
disp_y = disp_y
use_displaced_mesh = true
[]
[normal_x]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[normal_y]
type = NormalMortarMechanicalContact
primary_boundary = plank_right
secondary_boundary = block_left
primary_subdomain = frictionless_primary_subdomain
secondary_subdomain = frictionless_secondary_subdomain
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[thermal_contact]
type = GapConductanceConstraint
variable = thermal_lm
secondary_variable = temp
k = 1
use_displaced_mesh = true
primary_boundary = plank_right
primary_subdomain = frictionless_primary_subdomain
secondary_boundary = block_left
secondary_subdomain = frictionless_secondary_subdomain
displacements = 'disp_x disp_y'
[]
[]
[BCs]
[left_temp]
type = DirichletBC
variable = temp
boundary = 'plank_left'
value = 400
[]
[right_temp]
type = DirichletBC
variable = temp
boundary = 'block_right'
value = 300
[]
[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'
preset = false
[]
[right_y]
type = ADFunctionDirichletBC
variable = disp_y
boundary = block_right
function = '-t'
preset = false
[]
[]
[Materials]
[plank]
type = ADComputeIsotropicElasticityTensor
block = 'plank'
poissons_ratio = 0.3
youngs_modulus = ${E_plank}
[]
[block]
type = ADComputeIsotropicElasticityTensor
block = 'block'
poissons_ratio = 0.3
youngs_modulus = ${E_block}
[]
[stress]
type = ADComputeFiniteStrainElasticStress
block = 'plank block'
[]
[heat_plank]
type = ADHeatConductionMaterial
block = plank
thermal_conductivity = 2
specific_heat = 1
[]
[heat_block]
type = ADHeatConductionMaterial
block = block
thermal_conductivity = 1
specific_heat = 1
[]
[]
[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 -snes_max_it'
petsc_options_value = 'lu 1e-5 NONZERO 1e-15 20'
end_time = 13.5
dt = 0.1
dtmin = 0.1
timestep_tolerance = 1e-6
line_search = 'none'
[]
[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_secondary_subdomain
[]
[avg_hydro]
type = ElementAverageValue
variable = hydrostatic_stress
block = 'block'
[]
[avg_temp]
type = ElementAverageValue
variable = temp
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 = ${name}
checkpoint = true
[comp]
type = CSV
show = 'contact avg_temp'
[]
[out]
type = CSV
file_base = '${name}_out'
[]
[dof]
type = DOFMap
execute_on = 'initial'
[]
[]
[Debug]
show_var_residual_norms = true
[]
(modules/contact/test/tests/mechanical-small-problem/frictionless-nodal-lm-mortar-disp.i)
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Mesh]
[./simple_mesh]
type = FileMeshGenerator
file = mesh.e
[../]
[./primary]
type = LowerDBlockFromSidesetGenerator
input = simple_mesh
sidesets = '2'
new_block_id = '3'
[../]
[./secondary]
type = LowerDBlockFromSidesetGenerator
input = primary
sidesets = '1'
new_block_id = '4'
[../]
[]
[Constraints]
[./lm]
type = NormalNodalLMMechanicalContact
secondary = 1
primary = 2
variable = frictionless_normal_lm
primary_variable = disp_x
disp_y = disp_y
[../]
[x]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '1'
primary_subdomain = '3'
secondary_subdomain = '4'
variable = frictionless_normal_lm
secondary_variable = disp_x
component = x
use_displaced_mesh = true
compute_lm_residuals = false
[]
[y]
type = NormalMortarMechanicalContact
primary_boundary = '2'
secondary_boundary = '1'
primary_subdomain = '3'
secondary_subdomain = '4'
variable = frictionless_normal_lm
secondary_variable = disp_y
component = y
use_displaced_mesh = true
compute_lm_residuals = false
[]
[]
[Variables]
[./disp_x]
block = '1 2'
[../]
[./disp_y]
block = '1 2'
[../]
[./frictionless_normal_lm]
block = 4
[../]
[]
[BCs]
[./left_x]
type = DirichletBC
variable = disp_x
boundary = 'outside_left'
value = 0.0
[../]
[./left_y]
type = DirichletBC
variable = disp_y
boundary = 'outside_left'
value = 0.0
[../]
[./right_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 'outside_right'
function = '-5e-3 * t'
[../]
[./right_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 'outside_right'
function = 0
[../]
[]
[Kernels]
[disp_x]
type = Diffusion
variable = disp_x
block = '1 2'
[]
[disp_y]
type = Diffusion
variable = disp_y
block = '1 2'
[]
[]
[Debug]
show_var_residual_norms = 1
[]
[Preconditioning]
[./smp]
type = SMP
full = true
[../]
[]
[Executioner]
solve_type = PJFNK
type = Transient
num_steps = 10
dt = 1
dtmin = 1
petsc_options_iname = '-pc_type -snes_linesearch_type -pc_factor_shift_type -pc_factor_shift_amount'
petsc_options_value = 'lu basic NONZERO 1e-15'
[]
[Outputs]
exodus = true
[]
[Postprocessors]
[contact]
type = ContactDOFSetSize
variable = frictionless_normal_lm
subdomain = '4'
execute_on = 'nonlinear timestep_end'
[]
[]