- densityDensity
C++ Type:double
Description:Density
Density
Creates density material property
Description
The Density model creates a material property named density. If coupled to displacement variables, the model adjusts density based on deformation.
Input Parameters
- base_nameOptional parameter that allows the user to define multiple material systems on the same block, e.g. for multiple phases
C++ Type:std::string
Options:
Description:Optional parameter that allows the user to define multiple material systems on the same block, e.g. for multiple phases
- blockThe list of block ids (SubdomainID) that this object will be applied
C++ Type:std::vector<SubdomainName>
Options:
Description:The list of block ids (SubdomainID) that this object will be applied
- boundaryThe list of boundary IDs from the mesh where this boundary condition applies
C++ Type:std::vector<BoundaryName>
Options:
Description:The list of boundary IDs from the mesh where this boundary condition applies
- computeTrueWhen false, MOOSE will not call compute methods on this material. The user must call computeProperties() after retrieving the MaterialBase via MaterialBasePropertyInterface::getMaterialBase(). Non-computed MaterialBases are not sorted for dependencies.
Default:True
C++ Type:bool
Options:
Description:When false, MOOSE will not call compute methods on this material. The user must call computeProperties() after retrieving the MaterialBase via MaterialBasePropertyInterface::getMaterialBase(). Non-computed MaterialBases are not sorted for dependencies.
- constant_onNONEWhen ELEMENT, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps.When SUBDOMAIN, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps. Evaluations on element qps will be skipped
Default:NONE
C++ Type:MooseEnum
Options:NONE, ELEMENT, SUBDOMAIN
Description:When ELEMENT, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps.When SUBDOMAIN, MOOSE will only call computeQpProperties() for the 0th quadrature point, and then copy that value to the other qps. Evaluations on element qps will be skipped
- displacementsThe displacements appropriate for the simulation geometry and coordinate system
C++ Type:std::vector<VariableName>
Options:
Description:The displacements appropriate for the simulation geometry and coordinate system
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.
- implicitTrueDetermines whether this object is calculated using an implicit or explicit form
Default:True
C++ Type:bool
Options:
Description:Determines whether this object is calculated using an implicit or explicit form
- seed0The seed for the master random number generator
Default:0
C++ Type:unsigned int
Options:
Description:The seed for the master random number generator
- use_displaced_meshFalseWhether or not this object should use the displaced mesh for computation. Note that in the case this is true but no displacements are provided in the Mesh block the undisplaced mesh will still be used.
Default:False
C++ Type:bool
Options:
Description:Whether or not this object should use the displaced mesh for computation. Note that in the case this is true but no displacements are provided in the Mesh block the undisplaced mesh will still be used.
Advanced Parameters
- output_propertiesList of material properties, from this material, to output (outputs must also be defined to an output type)
C++ Type:std::vector<std::string>
Options:
Description:List of material properties, from this material, to output (outputs must also be defined to an output type)
- outputsnone Vector of output names were you would like to restrict the output of variables(s) associated with this object
Default:none
C++ Type:std::vector<OutputName>
Options:
Description:Vector of output names were you would like to restrict the output of variables(s) associated with this object
Outputs Parameters
Input Files
- (modules/combined/test/tests/heat_convection/heat_convection_rz_test.i)
- (modules/combined/test/tests/heat_convection/heat_convection_rz_tf_test.i)
- (modules/combined/test/tests/elastic_patch/elastic_patch_plane_strain.i)
- (modules/combined/test/tests/thermo_mech/thermo_mech_smp.i)
- (modules/combined/test/tests/gap_heat_transfer_jac/two_blocks.i)
- (modules/combined/test/tests/inelastic_strain/creep/creep_nl1.i)
- (modules/combined/test/tests/axisymmetric_2d3d_solution_function/3dy.i)
- (modules/combined/test/tests/power_law_creep/power_law_creep_smallstrain.i)
- (modules/combined/test/tests/power_law_creep/power_law_creep.i)
- (modules/combined/test/tests/reference_residual/reference_residual.i)
- (modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change_restart2.i)
- (modules/combined/test/tests/restart-transient-from-ss-with-stateful/master_tr.i)
- (modules/combined/test/tests/elastic_patch/elastic_patch_rz.i)
- (modules/combined/test/tests/axisymmetric_2d3d_solution_function/2d.i)
- (modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch_rz_smp.i)
- (modules/combined/test/tests/gravity/gravity_qp_select.i)
- (modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change.i)
- (modules/combined/test/tests/elastic_patch/elastic_patch_rspherical.i)
- (python/peacock/tests/common/transient_heat_test.i)
- (modules/combined/test/tests/heat_convection/heat_convection_3d_test.i)
- (modules/combined/test/tests/gravity/gravity_rz_quad8.i)
- (modules/combined/test/tests/reference_residual/reference_residual_perfgraph.i)
- (modules/combined/test/tests/heat_convection/heat_convection_3d_tf_test.i)
- (modules/combined/test/tests/gravity/gravity.i)
- (modules/combined/test/tests/power_law_creep/power_law_creep_restart1.i)
- (modules/combined/test/tests/fdp_geometric_coupling/fdp_geometric_coupling.i)
- (modules/combined/test/tests/heat_convection/heat_convection_function.i)
- (modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch_rz.i)
- (modules/combined/test/tests/thermo_mech/thermo_mech.i)
- (modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_jacobian_rz_smp.i)
- (modules/combined/test/tests/gravity/gravity_hex20.i)
- (modules/combined/test/tests/gap_heat_transfer_convex/gap_heat_transfer_convex.i)
- (modules/combined/test/tests/thermal_strain/thermal_strain.i)
- (modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_force_step.i)
- (modules/combined/test/tests/thermal_conductivity_temperature_function_test/thermal_conductivity_temperature_function_test.i)
- (modules/combined/test/tests/elastic_patch/elastic_patch_rz_nonlinear.i)
- (modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch.i)
- (modules/combined/test/tests/restart-transient-from-ss-with-stateful/master_ss.i)
- (modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change_restart1.i)
- (modules/combined/test/tests/gravity/gravity_rz.i)
- (modules/combined/test/tests/gap_heat_transfer_convex/gap_heat_transfer_convex_gap_offsets.i)
- (modules/combined/test/tests/power_law_creep/power_law_creep_restart2.i)
(modules/combined/test/tests/heat_convection/heat_convection_rz_test.i)
# Test cases for convective boundary conditions. TKLarson, 11/01/11, rev. 0.
# Input file for htc_2dtest1
# TKLarson
# 11/01/11
# Revision 0
#
# Goals of this test are:
# 1) show that expected results ensue from application of convective boundary conditions
# Convective boundary condition:
# q = h*A*(Tw - Tf)
# where
# q - heat transfer rate (w)
# h - heat transfer coefficient (w/m^2-K)
# A - surface area (m^2)
# Tw - surface temperature (K)
# Tf - fluid temperature adjacent to the surface (K)
# The heat transfer coefficient (h) is input as a variable called 'rate'
# Tf is a two valued function specified by 'initial' and 'final' along with a variable
# called 'duration,' the length of time in seconds that it takes initial to linearly ramp
# to 'final.'
# The mesh for this test case is based on an ASTM standard for the so-called Brazillian Cylinder test
# (ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
# Specimens, C 496/C 496M-04, 2004) (because I already had a version of the model). While the
# Brazillian Cylinder test is for dynamic tensile testing of concrete, the model works for the present
# purposes. The model is 2-d RZ coordinates.
#
# Brazillian Cylinder sample dimensions:
# L = 20.3 cm, 0.203 m, (8 in)
# r = 5.08 cm, 0.0508 m, (2 in)
# Material properties are:
# density = 2405.28 km/m^3
# specific heat = 826.4 J/kg-K
# thermal conductivity 1.937 w/m-K
# alpha (thermal conductivity/(density*specific heat) is then 9.74e-7 m^2/s
#
# Initial cylinder temperature is room temperature 294.26 K (70 F)
# The initial fluid temperature is room temperature. We will ramp it to 477.6 K (400 F) in 10 minutes.
# We will use a natural convection h (284 w/m^2-K (50 BTU/hr-ft^2-F)) on all faces of the cylinder.
# This is akin to putting the cylinder in an oven (nonconvection type) and turning the oven on.
# What we expect for this problem:
# 1) Use of h = 284 should cause the cylinder to slowly warm up
# 2) The fluid temperature should rise from initial (294 K) to final (477 K) in 600 s.
# 3) 1) and 2) should cause the cylinder to become soaked at 477.6 K after sufficient time(i.e. ~ 1/2 hr).
# This is a simple thermal soak problem.
[Problem]
coord_type = RZ
[]
[Mesh] # Mesh Start
# 10cm x 20cm cylinder not so detailed mesh, 2 radial, 6 axial nodes
# Only one block (Block 1), all concrete
# Sideset 1 - top of cylinder, Sideset 2 - length of cylinder, Sideset 3 - bottom of cylinder
file = heat_convection_rz_mesh.e
[] # Mesh END
[Variables] # Variables Start
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 294.26 # Initial cylinder temperature
[../]
[] # Variables END
[Kernels] # Kernels Start
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[] # Kernels END
[BCs] # Boundary Conditions Start
# Heat transfer coefficient on outer cylinder radius and ends
[./convective_clad_surface] # Convective Start
type = ConvectiveFluxBC # Convective flux, e.g. q'' = h*(Tw - Tf)
boundary = '1 2 3' # BC applied on top, along length, and bottom
variable = temp
rate = 284. # (w/m^2-K)[50 BTU/hr/-ft^2-F]
# the above h is a reasonable natural convection value
initial = 294.26 # initial ambient (lab or oven) temperature (K)
final = 477.6 # final ambient (lab or oven) temperature (K)
duration = 600. # length of time in seconds that it takes the ambient
# temperature to ramp from initial to final
[../] # Convective End
[] # BCs END
[Materials] # Materials Start
[./thermal]
type = HeatConductionMaterial
block = 1
specific_heat = 826.4
# thermal_conductivity = 1.937 # this makes alpha 9.74e-7 m^2/s
# thermal_conductivity = 19.37 # this makes alpha 9.74e-6 m^2/s
# thermal conductivity arbitrarily increased by a decade to
# make the cylinder thermally soak faster (only for the purposes
# of this test problem
thermal_conductivity = 193.7 # this makes alpha 9.74e-5 m^2/s
# thermal conductivity arbitrarily increased by 2 decade to
# make the cylinder thermally soak faster (only for the purposes
# of this test problem
[../]
[./density]
type = Density
block = 1
density = 2405.28
[../]
[] # Materials END
[Executioner] # Executioner Start
type = Transient
# type = Steady
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew '
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type'
petsc_options_value = '70 hypre boomeramg'
l_max_its = 60
nl_rel_tol = 1e-8
nl_abs_tol = 1e-10
l_tol = 1e-5
start_time = 0.0
dt = 60.
num_steps = 20 # Total run time 1200 s
[] # Executioner END
[Outputs] # Output Start
# Output Start
file_base = out_rz
exodus = true
[] # Output END
# # Input file END
(modules/combined/test/tests/heat_convection/heat_convection_rz_tf_test.i)
# Test cases for convective boundary conditions. TKLarson, 11/01/11, rev. 0.
# Input file for htc_2dtest0
# TKLarson
# 11/01/11
# Revision 0
#
# Goals of this test are:
# 1) show that the 'fluid' temperature for convective boundary condition
# is behaving as expected/desired
# 2) show that expected results ensue from application of convective boundary conditions
# Convective boundary condition:
# q = h*A*(Tw - Tf)
# where
# q - heat transfer rate (w)
# h - heat transfer coefficient (w/m^2-K)
# A - surface area (m^2)
# Tw - surface temperature (K)
# Tf - fluid temperature adjacent to the surface (K)
# The heat transfer coefficient (h) is input as a variable called 'rate'
# Tf is a two valued function specified by 'initial' and 'final' along with a variable
# called 'duration,' the length of time in seconds that it takes initial to linearly ramp
# to 'final.'
# The mesh for this test case is based on an ASTM standard for the so-called Brazillian Cylinder test
# (ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
# Specimens, C 496/C 496M-04, 2004) (because I already had a version of the model). While the
# Brazillian Cylinder test is for dynamic tensile testing of concrete, the model works for the present
# purposes. The model is 2-d RZ coordinates.
#
# Brazillian Cylinder sample dimensions:
# L = 20.3 cm, 0.203 m, (8 in)
# r = 5.08 cm, 0.0508 m, (2 in)
# Material properties are:
# density = 2405.28 km/m^3
# specific heat = 826.4 J/kg-K
# thermal conductivity 1.937 w/m-K
# alpha (thermal conductivity/(density*specific heat) is then 9.74e-7 m^2/s
#
# Initial cylinder temperature is room temperature 294.26 K (70 F)
# The initial fluid temperature is room temperature. We will ramp it to 477.6 K (400 F) in 10 minutes.
# We will use a very large h (1000000) to make the surface temperature mimick the fluid temperature.
# What we expect for this problem:
# 1) Use of h = 1000000 should cause the cylinder surface temperature to track the fluid temperature
# 2) The fluid temperature should rise from initial (294.26 K) to final (477.6 K) in 600 s.
# 3) 1) and 2) should prove that the Tf boundary condition is ramping as desired.
# Note, we do the above because there is no way to plot a variable that is not on a mesh node!
[Problem]
coord_type = RZ
[]
[Mesh] # Mesh Start
# 10cm x 20cm cylinder not so detailed mesh, 2 radial, 6 axial nodes
# Only one block (Block 1), all concrete
# Sideset 1 - top of cylinder, Sideset 2 - length of cylinder, Sideset 3 - bottom of cylinder
file = heat_convection_rz_mesh.e
[] # Mesh END
[Variables] # Variables Start
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 294.26 # Initial cylinder temperature
[../]
[] # Variables END
[Kernels] # Kernels Start
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[] # Kernels END
[BCs] # Boundary Conditions Start
# Heat transfer coefficient on outer cylinder radius and ends
[./convective_clad_surface] # Convective Start
type = ConvectiveFluxBC # Convective flux, e.g. q'' = h*(Tw - Tf)
boundary = '1 2 3' # BC applied on top, along length, and bottom
variable = temp
rate = 1000000. # convective heat transfer coefficient (w/m^2-K)[176000 "]
# # the above h is ~ infinity for present purposes
initial = 294.26 # initial ambient (lab or oven) temperature (K)
final = 477.6 # final ambient (lab or oven) temperature (K)
duration = 600. # length of time in seconds that it takes the ambient
# temperature to ramp from initial to final
[../] # Convective End
[] # BCs END
[Materials] # Materials Start
[./thermal]
type = HeatConductionMaterial
block = 1
specific_heat = 826.4
thermal_conductivity = 1.937 # this makes alpha 9.74e-7 m^2/s
[../]
[./density]
type = Density
block = 1
density = 2405.28
[../]
[] # Materials END
[Executioner] # Executioner Start
type = Transient
# type = Steady
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew '
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type'
petsc_options_value = '70 hypre boomeramg'
l_max_its = 60
nl_rel_tol = 1e-8
nl_abs_tol = 1e-10
l_tol = 1e-5
start_time = 0.0
dt = 60.
num_steps = 20 # Total run time 1200 s
[] # Executioner END
[Outputs] # Output Start
# Output Start
file_base = out_rz_tf
exodus = true
[] # Output END
# # Input file END
(modules/combined/test/tests/elastic_patch/elastic_patch_plane_strain.i)
#
# This problem is taken from the Abaqus verification manual:
# "1.5.1 Membrane patch test"
# The stress solution is given as:
# xx = yy = 1600
# zz = 800
# xy = 400
# yz = zx = 0
#
# Since the strain is 1e-3 in both directions, the new density should be
# new_density = original_density * V_0 / V
# new_density = 0.283 / (1 + 1e-3 + 1e-3) = 0.282435
[GlobalParams]
displacements = 'disp_x disp_y'
temperature = temp
[]
[Mesh]
file = elastic_patch_rz.e
[]
[Variables]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = SMALL
incremental = true
planar_formulation = PLANE_STRAIN
add_variables = true
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[]
[Kernels]
[./heat]
type = TimeDerivative
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = 10
function = '1e-3*(x+0.5*y)'
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
boundary = 10
function = '1e-3*(y+0.5*x)'
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
poissons_ratio = 0.25
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./density]
type = Density
density = 0.283
outputs = all
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/thermo_mech/thermo_mech_smp.i)
[GlobalParams]
temperature = temp
volumetric_locking_correction = true
[]
[Mesh]
file = cube.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
[../]
[]
[Kernels]
[./TensorMechanics]
displacements = 'disp_x disp_y disp_z'
[../]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./bottom_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./bottom_y]
type = DirichletBC
variable = disp_y
boundary = 1
value = 0.0
[../]
[./bottom_z]
type = DirichletBC
variable = disp_z
boundary = 1
value = 0.0
[../]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 10.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1.0
poissons_ratio = 0.3
[../]
[./strain]
type = ComputeSmallStrain
displacements = 'disp_x disp_y disp_z'
eigenstrain_names = eigenstrain
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 0.0
thermal_expansion_coeff = 1e-5
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeLinearElasticStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type'
petsc_options_value = 'lu'
nl_rel_tol = 1e-14
l_tol = 1e-3
l_max_its = 100
dt = 1.0
end_time = 1.0
[]
[Outputs]
file_base = thermo_mech_smp_out
[./exodus]
type = Exodus
execute_on = 'initial timestep_end nonlinear'
nonlinear_residual_dt_divisor = 100
[../]
[]
(modules/combined/test/tests/gap_heat_transfer_jac/two_blocks.i)
# This problem consists of two beams with different prescribed temperatures on
# the top of the top beam and the bottom of the bottom beam. The top beam is
# fixed against vertical displacement on the top surface, and the bottom beam
# bends downward due to thermal expansion.
# This is a test of the effectiveness of the Jacobian terms coupling temperature
# and displacement for thermal contact. The Jacobian is not exactly correct,
# but is close enough that this challenging problem converges in a small number
# of nonlinear iterations using NEWTON.
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Mesh]
[./msh]
type = FileMeshGenerator
file = two_blocks.e
[]
[]
[Variables]
[./temp]
[../]
[]
[Kernels]
[./heat]
type = ADHeatConduction
variable = temp
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
add_variables = true
eigenstrain_names = thermal_expansion
generate_output = 'stress_xx stress_yy stress_zz stress_yz stress_xz stress_xy'
use_automatic_differentiation = true
[../]
[]
[Contact]
[./mechanical]
primary = 4
secondary = 5
formulation = kinematic
tangential_tolerance = 1e-1
penalty = 1e10
[../]
[]
[ThermalContact]
[./thermal]
type = GapHeatTransfer
variable = temp
primary = 4
secondary = 5
emissivity_primary = 0
emissivity_secondary = 0
gap_conductivity = 1e4
quadrature = true
[../]
[]
[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
[../]
[./top_y]
type = DirichletBC
variable = disp_y
boundary = 7
value = 0
[../]
[./top_temp]
type = DirichletBC
variable = temp
boundary = 7
value = 1000.0
[../]
[./bot_temp]
type = DirichletBC
variable = temp
boundary = 6
value = 500.0
[../]
[]
[Materials]
[./density]
type = Density
density = 100
[../]
[./temp]
type = ADHeatConductionMaterial
thermal_conductivity = 1e5
specific_heat = 620.0
[../]
[./Elasticity_tensor]
type = ADComputeElasticityTensor
fill_method = symmetric_isotropic
C_ijkl = '0.3 0.5e8'
[../]
[./thermal_eigenstrain]
type = ADComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 1e-5
stress_free_temperature = 500
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./stress]
type = ADComputeFiniteStrainElasticStress
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[../]
[]
[Outputs]
exodus = true
[]
[Executioner]
automatic_scaling = true
type = Transient
petsc_options_iname = '-pc_type'
petsc_options_value = 'lu'
solve_type = NEWTON
nl_max_its = 15
l_tol = 1e-10
l_max_its = 50
start_time = 0.0
dt = 0.2
dtmin = 0.2
num_steps = 1
line_search = none
[]
(modules/combined/test/tests/inelastic_strain/creep/creep_nl1.i)
#
# Test for effective strain calculation.
# Boundary conditions from NAFEMS test NL1
#
# This is not a verification test. This is the creep analog of the same test
# in the elas_plas directory. Instead of using the IsotropicPlasticity
# material model this test uses the PowerLawCreep material model.
#
[GlobalParams]
temperature = temp
order = FIRST
family = LAGRANGE
volumetric_locking_correction = true
displacements = 'disp_x disp_y'
[]
[Mesh]
file = one_elem2.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./temp]
initial_condition = 600.0
[../]
[]
[AuxVariables]
[./stress_xx]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_yy]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_zz]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xy]
order = CONSTANT
family = MONOMIAL
[../]
[./vonmises]
order = CONSTANT
family = MONOMIAL
[../]
[./pressure]
order = CONSTANT
family = MONOMIAL
[../]
[./elastic_strain_xx]
order = CONSTANT
family = MONOMIAL
[../]
[./elastic_strain_yy]
order = CONSTANT
family = MONOMIAL
[../]
[./elastic_strain_zz]
order = CONSTANT
family = MONOMIAL
[../]
[./creep_strain_xx]
order = CONSTANT
family = MONOMIAL
[../]
[./creep_strain_yy]
order = CONSTANT
family = MONOMIAL
[../]
[./creep_strain_zz]
order = CONSTANT
family = MONOMIAL
[../]
[./tot_strain_xx]
order = CONSTANT
family = MONOMIAL
[../]
[./tot_strain_yy]
order = CONSTANT
family = MONOMIAL
[../]
[./tot_strain_zz]
order = CONSTANT
family = MONOMIAL
[../]
[./eff_creep_strain]
order = CONSTANT
family = MONOMIAL
[../]
[]
[Kernels]
[./TensorMechanics]
use_displaced_mesh = true
decomposition_method = EigenSolution
[../]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[]
[AuxKernels]
[./stress_xx]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx
index_i = 0
index_j = 0
execute_on = timestep_end
[../]
[./stress_yy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_yy
index_i = 1
index_j = 1
execute_on = timestep_end
[../]
[./stress_zz]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_zz
index_i = 2
index_j = 2
execute_on = timestep_end
[../]
[./stress_xy]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xy
index_i = 0
index_j = 1
execute_on = timestep_end
[../]
[./vonmises]
type = RankTwoScalarAux
rank_two_tensor = stress
variable = vonmises
scalar_type = VonMisesStress
execute_on = timestep_end
[../]
[./pressure]
type = RankTwoScalarAux
rank_two_tensor = stress
variable = pressure
scalar_type = Hydrostatic
execute_on = timestep_end
[../]
[./elastic_strain_xx]
type = RankTwoAux
rank_two_tensor = elastic_strain
variable = elastic_strain_xx
index_i = 0
index_j = 0
execute_on = timestep_end
[../]
[./elastic_strain_yy]
type = RankTwoAux
rank_two_tensor = elastic_strain
variable = elastic_strain_yy
index_i = 1
index_j = 1
execute_on = timestep_end
[../]
[./elastic_strain_zz]
type = RankTwoAux
rank_two_tensor = elastic_strain
variable = elastic_strain_zz
index_i = 2
index_j = 2
execute_on = timestep_end
[../]
[./creep_strain_xx]
type = RankTwoAux
rank_two_tensor = creep_strain
variable = creep_strain_xx
index_i = 0
index_j = 0
execute_on = timestep_end
[../]
[./creep_strain_yy]
type = RankTwoAux
rank_two_tensor = creep_strain
variable = creep_strain_yy
index_i = 1
index_j = 1
execute_on = timestep_end
[../]
[./creep_strain_zz]
type = RankTwoAux
rank_two_tensor = creep_strain
variable = creep_strain_zz
index_i = 2
index_j = 2
execute_on = timestep_end
[../]
[./tot_strain_xx]
type = RankTwoAux
rank_two_tensor = total_strain
variable = tot_strain_xx
index_i = 0
index_j = 0
[../]
[./tot_strain_yy]
type = RankTwoAux
rank_two_tensor = total_strain
variable = tot_strain_yy
index_i = 1
index_j = 1
[../]
[./tot_strain_zz]
type = RankTwoAux
rank_two_tensor = total_strain
variable = tot_strain_zz
index_i = 2
index_j = 2
[../]
[./eff_creep_strain]
type = MaterialRealAux
property = effective_creep_strain
variable = eff_creep_strain
[../]
[]
[Functions]
[./appl_dispy]
type = PiecewiseLinear
x = '0 1.0 2.0'
y = '0.0 0.25e-4 0.50e-4'
[../]
[]
[BCs]
[./side_x]
type = DirichletBC
variable = disp_x
boundary = 101
value = 0.0
[../]
[./origin_x]
type = DirichletBC
variable = disp_x
boundary = 103
value = 0.0
[../]
[./bot_y]
type = DirichletBC
variable = disp_y
boundary = 102
value = 0.0
[../]
[./origin_y]
type = DirichletBC
variable = disp_y
boundary = 103
value = 0.0
[../]
[./top_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 1
function = appl_dispy
[../]
[./temp_fix]
type = DirichletBC
variable = temp
boundary = '1 2'
value = 600.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = 1
youngs_modulus = 250e9
poissons_ratio = 0.25
[../]
[./strain]
type = ComputePlaneFiniteStrain
block = 1
[../]
[./radial_return_stress]
type = ComputeMultipleInelasticStress
block = 1
inelastic_models = 'powerlawcrp'
[../]
[./powerlawcrp]
type = PowerLawCreepStressUpdate
block = 1
coefficient = 3.125e-14
n_exponent = 5.0
m_exponent = 0.0
activation_energy = 0.0
[../]
[./thermal]
type = HeatConductionMaterial
block = 1
specific_heat = 1.0
thermal_conductivity = 100.
[../]
[./density]
type = Density
block = 1
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_rel_tol = 1e-10
nl_abs_tol = 1e-12
l_tol = 1e-6
l_max_its = 100
nl_max_its = 20
dt = 1.0
start_time = 0.0
num_steps = 100
end_time = 2.0
[]
[Postprocessors]
[./stress_xx]
type = ElementAverageValue
variable = stress_xx
[../]
[./stress_yy]
type = ElementAverageValue
variable = stress_yy
[../]
[./stress_zz]
type = ElementAverageValue
variable = stress_zz
[../]
[./stress_xy]
type = ElementAverageValue
variable = stress_xy
[../]
[./vonmises]
type = ElementAverageValue
variable = vonmises
[../]
[./pressure]
type = ElementAverageValue
variable = pressure
[../]
[./el_strain_xx]
type = ElementAverageValue
variable = elastic_strain_xx
[../]
[./el_strain_yy]
type = ElementAverageValue
variable = elastic_strain_yy
[../]
[./el_strain_zz]
type = ElementAverageValue
variable = elastic_strain_zz
[../]
[./crp_strain_xx]
type = ElementAverageValue
variable = creep_strain_xx
[../]
[./crp_strain_yy]
type = ElementAverageValue
variable = creep_strain_yy
[../]
[./crp_strain_zz]
type = ElementAverageValue
variable = creep_strain_zz
[../]
[./eff_creep_strain]
type = ElementAverageValue
variable = eff_creep_strain
[../]
[./tot_strain_xx]
type = ElementAverageValue
variable = tot_strain_xx
[../]
[./tot_strain_yy]
type = ElementAverageValue
variable = tot_strain_yy
[../]
[./tot_strain_zz]
type = ElementAverageValue
variable = tot_strain_zz
[../]
[./disp_x1]
type = NodalVariableValue
nodeid = 0
variable = disp_x
[../]
[./disp_x4]
type = NodalVariableValue
nodeid = 3
variable = disp_x
[../]
[./disp_y1]
type = NodalVariableValue
nodeid = 0
variable = disp_y
[../]
[./disp_y4]
type = NodalVariableValue
nodeid = 3
variable = disp_y
[../]
[./_dt]
type = TimestepSize
[../]
[]
[Outputs]
exodus = true
[./console]
type = Console
output_linear = true
[../]
[]
(modules/combined/test/tests/axisymmetric_2d3d_solution_function/3dy.i)
[GlobalParams]
order = FIRST
family = LAGRANGE
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
file = 3dy.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[]
[AuxVariables]
[./temp]
[../]
[./hoop_stress]
order = CONSTANT
family = MONOMIAL
[../]
[]
[UserObjects]
[./soln]
type = SolutionUserObject
mesh = 2d_out.e
system_variables = 'disp_x disp_y temp'
[../]
[]
[Functions]
[./soln_func_temp]
type = Axisymmetric2D3DSolutionFunction
solution = soln
from_variables = 'temp'
[../]
[./soln_func_disp_x]
type = Axisymmetric2D3DSolutionFunction
solution = soln
from_variables = 'disp_x disp_y'
component = 0
[../]
[./soln_func_disp_y]
type = Axisymmetric2D3DSolutionFunction
solution = soln
from_variables = 'disp_x disp_y'
component = 1
[../]
[./soln_func_disp_z]
type = Axisymmetric2D3DSolutionFunction
solution = soln
from_variables = 'disp_x disp_y'
component = 2
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
volumetric_locking_correction = true
add_variables = true
incremental = true
strain = FINITE
eigenstrain_names = thermal_expansion
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress'
[../]
[]
[AuxKernels]
[./t_soln_aux]
type = FunctionAux
variable = temp
block = '1 2'
function = soln_func_temp
[../]
[./hoop_stress]
type = RankTwoScalarAux
rank_two_tensor = stress
variable = hoop_stress
scalar_type = HoopStress
execute_on = timestep_end
[../]
[]
[BCs]
[./x_soln_bc]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = '1 2'
function = soln_func_disp_x
[../]
[./y_soln_bc]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = '1 2'
function = soln_func_disp_y
[../]
[./z_soln_bc]
type = FunctionDirichletBC
variable = disp_z
preset = false
boundary = '1 2'
function = soln_func_disp_z
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 193.05e9
poissons_ratio = 0.3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = '1 2'
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
block = '1 2'
thermal_expansion_coeff = 13e-6
stress_free_temperature = 295.00
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
block = '1'
density = 8000.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-ksp_snes_ew'
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type -pc_hypre_boomeramg_max_iter'
petsc_options_value = ' 201 hypre boomeramg 4'
line_search = 'none'
l_max_its = 25
nl_max_its = 20
nl_rel_tol = 1e-10
l_tol = 1e-2
start_time = 0.0
dt = 1
end_time = 1
dtmin = 1
[]
[Outputs]
file_base = 3dy_out
exodus = true
[./console]
type = Console
max_rows = 25
[../]
[]
(modules/combined/test/tests/power_law_creep/power_law_creep_smallstrain.i)
# 1x1x1 unit cube with uniform pressure on top face for the case of small strain.
# This test does not have a solid mechanics analog because there is not an equvialent
# small strain with rotations strain calculator material in solid mechanics
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 1
ny = 1
nz = 1
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 1000.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = SMALL
incremental = true
add_variables = true
generate_output = 'stress_yy creep_strain_xx creep_strain_yy creep_strain_zz elastic_strain_yy'
[../]
[]
[Functions]
[./top_pull]
type = PiecewiseLinear
x = '0 1'
y = '1 1'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[]
[BCs]
[./u_top_pull]
type = Pressure
variable = disp_y
component = 1
boundary = top
factor = -10.0e6
function = top_pull
[../]
[./u_bottom_fix]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./u_yz_fix]
type = DirichletBC
variable = disp_x
boundary = left
value = 0.0
[../]
[./u_xy_fix]
type = DirichletBC
variable = disp_z
boundary = back
value = 0.0
[../]
[./temp_fix]
type = DirichletBC
variable = temp
boundary = 'bottom top'
value = 1000.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 2e11
poissons_ratio = 0.3
[../]
[./radial_return_stress]
type = ComputeMultipleInelasticStress
inelastic_models = 'power_law_creep'
tangent_operator = elastic
[../]
[./power_law_creep]
type = PowerLawCreepStressUpdate
coefficient = 1.0e-15
n_exponent = 4
activation_energy = 3.0e5
temperature = temp
[../]
[./thermal]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 100.
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew'
petsc_options_iname = '-ksp_gmres_restart'
petsc_options_value = '101'
line_search = 'none'
l_max_its = 20
nl_max_its = 20
nl_rel_tol = 1e-6
nl_abs_tol = 1e-6
l_tol = 1e-5
start_time = 0.0
end_time = 1.0
num_steps = 10
dt = 0.1
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/power_law_creep/power_law_creep.i)
# 1x1x1 unit cube with uniform pressure on top face
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 1
ny = 1
nz = 1
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 1000.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
incremental = true
add_variables = true
generate_output = 'stress_yy creep_strain_xx creep_strain_yy creep_strain_zz elastic_strain_yy'
[../]
[]
[Functions]
[./top_pull]
type = PiecewiseLinear
x = '0 1'
y = '1 1'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[]
[BCs]
[./u_top_pull]
type = Pressure
variable = disp_y
component = 1
boundary = top
factor = -10.0e6
function = top_pull
[../]
[./u_bottom_fix]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./u_yz_fix]
type = DirichletBC
variable = disp_x
boundary = left
value = 0.0
[../]
[./u_xy_fix]
type = DirichletBC
variable = disp_z
boundary = back
value = 0.0
[../]
[./temp_fix]
type = DirichletBC
variable = temp
boundary = 'bottom top'
value = 1000.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 2e11
poissons_ratio = 0.3
[../]
[./radial_return_stress]
type = ComputeMultipleInelasticStress
inelastic_models = 'power_law_creep'
tangent_operator = elastic
[../]
[./power_law_creep]
type = PowerLawCreepStressUpdate
coefficient = 1.0e-15
n_exponent = 4
activation_energy = 3.0e5
temperature = temp
[../]
[./thermal]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 100.
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_ksp'
petsc_options_iname = '-ksp_gmres_restart'
petsc_options_value = '101'
line_search = 'none'
l_max_its = 20
nl_max_its = 20
nl_rel_tol = 1e-6
nl_abs_tol = 1e-6
l_tol = 1e-5
start_time = 0.0
end_time = 1.0
num_steps = 10
dt = 0.1
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/reference_residual/reference_residual.i)
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 4
ny = 4
nz = 4
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = FIRST
family = LAGRANGE
[../]
[./disp_y]
order = FIRST
family = LAGRANGE
[../]
[./disp_z]
order = FIRST
family = LAGRANGE
[../]
[./temp]
order = FIRST
family = LAGRANGE
[../]
[]
[AuxVariables]
[./saved_x]
[../]
[./saved_y]
[../]
[./saved_z]
[../]
[./saved_t]
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
volumetric_locking_correction = true
incremental = true
save_in = 'saved_x saved_y saved_z'
eigenstrain_names = thermal_expansion
strain = FINITE
decomposition_method = EigenSolution
extra_vector_tags = 'ref'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
save_in = saved_t
extra_vector_tags = 'ref'
[../]
[]
[Functions]
[./pull]
type = PiecewiseLinear
x = '0 1 2'
y = '0 1 1'
scale_factor = 0.1
[../]
[]
[BCs]
[./bottom_x]
type = DirichletBC
variable = disp_x
boundary = bottom
value = 0.0
[../]
[./bottom_y]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./bottom_z]
type = DirichletBC
variable = disp_z
boundary = bottom
value = 0.0
[../]
[./top_x]
type = DirichletBC
variable = disp_x
boundary = top
value = 0.0
[../]
[./top_y]
type = FunctionDirichletBC
variable = disp_y
boundary = top
function = pull
[../]
[./top_z]
type = DirichletBC
variable = disp_z
boundary = top
value = 0.0
[../]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = bottom
value = 10.0
[../]
[./top_temp]
type = DirichletBC
variable = temp
boundary = top
value = 20.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = 0
youngs_modulus = 1.0
poissons_ratio = 0.3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 0
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
block = 0
eigenstrain_name = thermal_expansion
temperature = temp
thermal_expansion_coeff = 1e-5
stress_free_temperature = 0.0
[../]
[./heat1]
type = HeatConductionMaterial
block = 0
specific_heat = 1.0
thermal_conductivity = 1e-3 #Tuned to give temperature reference resid close to that of solidmech
[../]
[./density]
type = Density
block = 0
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_rel_tol = 1e-10
l_tol = 1e-3
l_max_its = 100
dt = 1.0
end_time = 2.0
[]
[Postprocessors]
[./ref_resid_x]
type = NodalL2Norm
execute_on = timestep_end
variable = saved_x
[../]
[./ref_resid_y]
type = NodalL2Norm
execute_on = timestep_end
variable = saved_y
[../]
[./ref_resid_z]
type = NodalL2Norm
execute_on = timestep_end
variable = saved_z
[../]
[./ref_resid_t]
type = NodalL2Norm
execute_on = timestep_end
variable = saved_t
[../]
[./nonlinear_its]
type = NumNonlinearIterations
[]
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change_restart2.i)
# This is a test designed to evaluate the cabability of the
# IterationAdaptiveDT TimeStepper to adjust time step size according to
# a function. For example, if the power input function for a BISON
# simulation rapidly increases or decreases, the IterationAdaptiveDT
# TimeStepper should take time steps small enough to capture the
# oscillation.
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
order = FIRST
family = LAGRANGE
block = 1
[]
[Mesh]
file = 1hex8_10mm_cube.e
[]
[Functions]
[./Fiss_Function]
type = PiecewiseLinear
x = '0 1e6 2e6 2.001e6 2.002e6'
y = '0 3e8 3e8 12e8 0'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
volumetric_locking_correction = true
incremental = true
eigenstrain_names = thermal_expansion
decomposition_method = EigenSolution
add_variables = true
generate_output = 'vonmises_stress'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[./heat_source]
type = HeatSource
variable = temp
value = 1.0
function = Fiss_Function
[../]
[]
[BCs]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 300
[../]
[./top_bottom_disp_x]
type = DirichletBC
variable = disp_x
boundary = '1'
value = 0
[../]
[./top_bottom_disp_y]
type = DirichletBC
variable = disp_y
boundary = '1'
value = 0
[../]
[./top_bottom_disp_z]
type = DirichletBC
variable = disp_z
boundary = '1'
value = 0
[../]
[]
[Materials]
[./thermal]
type = HeatConductionMaterial
temp = temp
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 300e6
poissons_ratio = .3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 5e-6
stress_free_temperature = 300.0
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
density = 10963.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
verbose = true
nl_abs_tol = 1e-10
num_steps = 50000
end_time = 2.002e6
[./TimeStepper]
type = IterationAdaptiveDT
timestep_limiting_function = Fiss_Function
max_function_change = 3e7
dt = 1e6
[../]
[]
[Postprocessors]
[./Temperature_of_Block]
type = ElementAverageValue
variable = temp
execute_on = 'timestep_end'
[../]
[./vonMises]
type = ElementAverageValue
variable = vonmises_stress
execute_on = 'timestep_end'
[../]
[]
[Outputs]
[./out]
type = Exodus
elemental_as_nodal = true
[../]
[./console]
type = Console
max_rows = 10
[../]
[]
[Problem]
restart_file_base = adapt_tstep_function_change_restart1_checkpoint_cp/0065
[]
(modules/combined/test/tests/restart-transient-from-ss-with-stateful/master_tr.i)
[Problem]
restart_file_base = master_ss_checkpoint_cp/LATEST
force_restart = true
skip_additional_restart_data = true
[]
[Mesh]
file = master_ss_checkpoint_cp/LATEST
[]
[Variables]
[./temp]
# no initial condition for restart.
[../]
[]
[AuxVariables]
[./power]
order = FIRST
family = L2_LAGRANGE
initial_condition = 350
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[./heat_source_fuel]
type = CoupledForce
variable = temp
v = 'power'
[../]
[]
[BCs]
[./all]
type = DirichletBC
variable = temp
boundary = 'bottom top left right'
value = 300
[../]
[]
[Materials]
[./heat_material]
type = HeatConductionMaterial
temp = temp
specific_heat = 1000
thermal_conductivity = 500
[../]
[./density]
type = Density
density = 2000
[../]
[]
[Postprocessors]
[./avg_temp]
type = ElementAverageValue
variable = temp
execute_on = 'timestep_end'
[../]
[./avg_power]
type = ElementAverageValue
variable = power
execute_on = 'timestep_end'
[../]
[]
[Executioner]
type = Transient
petsc_options_iname = '-pc_type -pc_hypre_type -ksp_gmres_restart'
petsc_options_value = 'hypre boomeramg 300'
line_search = 'none'
l_tol = 1e-02
nl_rel_tol = 5e-05
nl_abs_tol = 5e-05
l_max_its = 50
nl_max_its = 25
start_time = 0
end_time = 40
dt = 10
[]
[Outputs]
print_linear_residuals = false
perf_graph = true
color = true
exodus = true
[]
[MultiApps]
[./bison]
type = TransientMultiApp
positions = '0 0 0'
input_files = 'sub_tr.i'
execute_on = 'timestep_end'
[../]
[]
[Transfers]
[./to_bison_mechanics]
type = MultiAppProjectionTransfer
direction = to_multiapp
multi_app = bison
variable = temp
source_variable = temp
execute_on = 'timestep_end'
[../]
[]
(modules/combined/test/tests/elastic_patch/elastic_patch_rz.i)
#
# This problem is taken from the Abaqus verification manual:
# "1.5.4 Patch test for axisymmetric elements"
# The stress solution is given as:
# xx = yy = zz = 2000
# xy = 400
#
# Since the strain is 1e-3 in all three directions, the new density should be
# new_density = original_density * V_0 / V
# new_density = 0.283 / (1 + 1e-3 + 1e-3 + 1e-3) = 0.282153
[GlobalParams]
displacements = 'disp_x disp_y'
temperature = temp
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = elastic_patch_rz.e
[]
[Variables]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = SMALL
incremental = true
add_variables = true
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[]
[Kernels]
[./body]
type = BodyForce
variable = disp_y
value = 1
function = '-400/x'
[../]
[./heat]
type = TimeDerivative
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = 10
function = '1e-3*x'
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
boundary = 10
function = '1e-3*(x+y)'
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
poissons_ratio = 0.25
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./density]
type = Density
density = 0.283
outputs = all
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
end_time = 1.0
[]
[Outputs]
[./out]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/axisymmetric_2d3d_solution_function/2d.i)
[GlobalParams]
order = FIRST
family = LAGRANGE
displacements = 'disp_x disp_y'
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = 2d.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./temp]
initial_condition = 400
[../]
[]
[AuxVariables]
[./hoop_stress]
order = CONSTANT
family = MONOMIAL
[../]
[]
[Functions]
[./temp_inner_func]
type = PiecewiseLinear
xy_data = '0 400
1 350'
[../]
[./temp_outer_func]
type = PiecewiseLinear
xy_data = '0 400
1 400'
[../]
[./press_func]
type = PiecewiseLinear
xy_data = '0 15
1 15'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
volumetric_locking_correction = true
add_variables = true
incremental = true
strain = FINITE
eigenstrain_names = thermal_expansion
generate_output = 'stress_xx stress_yy stress_zz vonmises_stress hydrostatic_stress'
[../]
[]
[AuxKernels]
[./hoop_stress]
type = RankTwoScalarAux
rank_two_tensor = stress
variable = hoop_stress
scalar_type = HoopStress
execute_on = timestep_end
[../]
[]
[BCs]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = '1'
value = 0.0
[../]
[./Pressure]
[./internal_pressure]
boundary = '4'
factor = 1.e6
function = press_func
[../]
[../]
[./t_in]
type = FunctionDirichletBC
variable = temp
boundary = '4'
function = temp_inner_func
[../]
[./t_out]
type = FunctionDirichletBC
variable = temp
boundary = '2'
function = temp_outer_func
[../]
[]
[Constraints]
[./disp_y]
type = EqualValueBoundaryConstraint
variable = disp_y
primary = '65'
secondary = '3'
penalty = 1e18
[../]
[]
[Materials]
[./thermal1]
type = HeatConductionMaterial
block = '1'
thermal_conductivity = 25.0
specific_heat = 490.0
temp = temp
[../]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 193.05e9
poissons_ratio = 0.3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 13e-6
stress_free_temperature = 295.00
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
block = '1'
density = 8000.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-ksp_snes_ew'
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type -pc_hypre_boomeramg_max_iter'
petsc_options_value = ' 201 hypre boomeramg 4'
line_search = 'none'
l_max_its = 25
nl_max_its = 20
nl_rel_tol = 1e-9
l_tol = 1e-2
start_time = 0.0
dt = 1
end_time = 1
dtmin = 1
[]
[Outputs]
file_base = 2d_out
exodus = true
[./console]
type = Console
max_rows = 25
[../]
[]
(modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch_rz_smp.i)
#
# This problem is modified from the Abaqus verification manual:
# "1.5.4 Patch test for axisymmetric elements"
# The original stress solution is given as:
# xx = yy = zz = 2000
# xy = 400
#
# Here, E=1e6 and nu=0.25.
# However, with a +100 degree change in temperature and a coefficient
# of thermal expansion of 1e-6, the solution becomes:
# xx = yy = zz = 1800
# xy = 400
# since
# E*(1-nu)/(1+nu)/(1-2*nu)*(1+2*nu/(1-nu))*(1e-3-1e-4) = 1800
#
# Also,
#
# dSrr dSrz Srr-Stt
# ---- + ---- + ------- + br = 0
# dr dz r
#
# and
#
# dSrz Srz dSzz
# ---- + --- + ---- + bz = 0
# dr r dz
#
# where
# Srr = stress in rr
# Szz = stress in zz
# Stt = stress in theta-theta
# Srz = stress in rz
# br = body force in r direction
# bz = body force in z direction
#
# This test is meant to exercise the Jacobian. To that end, the body
# force has been turned off. This makes the results differ slightly
# from the original values, but requires a correct Jacobian for minimal
# iterations. Iteration plotting is turned on to ensure that the
# number of iterations needed does not increase.
[GlobalParams]
temperature = temp
volumetric_locking_correction = true
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = elastic_thermal_patch_rz_test.e
[]
[Functions]
[./ur]
type = ParsedFunction
value = '1e-3*x'
[../]
[./uz]
type = ParsedFunction
value = '1e-3*(x+y)'
[../]
[./body]
type = ParsedFunction
value = '-400/x'
[../]
[./temp]
type = ParsedFunction
value = '117.56+100*t'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules]
[TensorMechanics]
[Master]
displacements = 'disp_x disp_y'
[All]
displacements = 'disp_x disp_y'
add_variables = true
strain = SMALL
incremental = true
eigenstrain_names = eigenstrain
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[../]
[../]
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = 10
function = ur
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
boundary = 10
function = uz
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = 10
function = temp
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
bulk_modulus = 666666.6666666667
poissons_ratio = 0.25
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 1e-6
stress_free_temperature = 117.56
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 0.116
thermal_conductivity = 4.85e-4
[../]
[./density]
type = Density
block = 1
density = 0.283
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_abs_tol = 1e-11
nl_rel_tol = 1e-12
l_max_its = 20
start_time = 0.0
dt = 1.0
num_steps = 1
end_time = 1.0
[]
[Outputs]
file_base = elastic_thermal_patch_rz_smp_out
[./exodus]
type = Exodus
execute_on = 'initial timestep_end nonlinear'
nonlinear_residual_dt_divisor = 100
[../]
[]
(modules/combined/test/tests/gravity/gravity_qp_select.i)
# Gravity Test
#
# This test is similar to the other gravity tests, but it also tests the
# capability in MaterialTensorAux to return the stress of a single,
# specified integration point, rather than the element average.
# To get the stress at a single integration point, set the parameter
# qp_select to the integration point number (i.e. 0-9 for a quad 8)
# in the AuxKernel
#
# The mesh for this problem is a unit square.
#
# The boundary conditions for this problem are as follows. The
# displacement is zero on each of side that faces a negative
# coordinate direction. The acceleration of gravity is 20.
#
# The material has a Young's modulus of 1e6 and a density of 2.
#
# The analytic solution for the displacement along the bar is:
#
# u(x) = -b*x^2/(2*E)+b*L*x/E
#
# The displacement at x=L is b*L^2/(2*E) = 2*20*1*1/(2*1e6) = 0.00002.
#
# The analytic solution for the stress along the bar assuming linear
# elasticity is:
#
# S(x) = b*(L-x)
#
# The stress at x=0 is b*L = 2*20*1 = 40.
#
# Note: The isoparametric coordinate for a quad8 (fourth order) element
# is: +/- 0.77459667 and 0. For a 1 unit square with the edge of
# the element in the x = 0 plane, there would be an integration point
# at x_coordinate 0.5 - 0.5*0.77459667 (0.11270167), 0.5, and
# 0.50 + 0.5*0.77459667 (0.88729834).
#
# The corresponding stresses are:
#
# S(0.11270167) = 40(1-0.11270167) = 35.491933
# S(0.5) = 40(1-0.5) = 20
# S(0.88729834) = 40(1-0.88729834) = 4.5080664
#
# These stresses are a precise match to the simulation result.
#
[GlobalParams]
displacements = 'disp_x disp_y'
order = SECOND
family = LAGRANGE
[]
[Mesh]
file = gravity_2D.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[]
[AuxVariables]
[./stress_xx_qp_0]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_1]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_2]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_3]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_4]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_5]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_6]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_7]
order = CONSTANT
family = MONOMIAL
[../]
[./stress_xx_qp_8]
order = CONSTANT
family = MONOMIAL
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = FINITE
#incremental = true
add_variables = true
generate_output = 'stress_xx'
[]
[Kernels]
[./gravity]
type = Gravity
variable = disp_x
value = 20
[../]
[]
[AuxKernels]
[./stress_xx_qp_0]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_0
index_i = 0
index_j = 0
selected_qp = 0
[../]
[./stress_xx_qp_1]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_1
index_i = 0
index_j = 0
selected_qp = 1
[../]
[./stress_xx_qp_2]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_2
index_i = 0
index_j = 0
selected_qp = 2
[../]
[./stress_xx_qp_3]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_3
index_i = 0
index_j = 0
selected_qp = 3
[../]
[./stress_xx_qp_4]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_4
index_i = 0
index_j = 0
selected_qp = 4
[../]
[./stress_xx_qp_5]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_5
index_i = 0
index_j = 0
selected_qp = 5
[../]
[./stress_xx_qp_6]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_6
index_i = 0
index_j = 0
selected_qp = 6
[../]
[./stress_xx_qp_7]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_7
index_i = 0
index_j = 0
selected_qp = 7
[../]
[./stress_xx_qp_8]
type = RankTwoAux
rank_two_tensor = stress
variable = stress_xx_qp_8
index_i = 0
index_j = 0
selected_qp = 8
[../]
[]
[BCs]
[./no_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./no_z]
type = DirichletBC
variable = disp_y
boundary = 5
value = 0.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
bulk_modulus = 0.333333333333333e6
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
density = 2
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
end_time = 1.0
[]
[Outputs]
file_base = gravity_qp_select_out
[./exodus]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change.i)
# This is a test designed to evaluate the cabability of the
# IterationAdaptiveDT TimeStepper to adjust time step size according to
# a function. For example, if the power input function for a BISON
# simulation rapidly increases or decreases, the IterationAdaptiveDT
# TimeStepper should take time steps small enough to capture the
# oscillation.
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
order = FIRST
family = LAGRANGE
block = 1
[]
[Mesh]
file = 1hex8_10mm_cube.e
[]
[Functions]
[./Fiss_Function]
type = PiecewiseLinear
x = '0 1e6 2e6 2.001e6 2.002e6'
y = '0 3e8 3e8 12e8 0'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 300.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
volumetric_locking_correction = true
incremental = true
eigenstrain_names = thermal_expansion
decomposition_method = EigenSolution
add_variables = true
generate_output = 'vonmises_stress'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[./heat_source]
type = HeatSource
variable = temp
value = 1.0
function = Fiss_Function
[../]
[]
[BCs]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 300
[../]
[./top_bottom_disp_x]
type = DirichletBC
variable = disp_x
boundary = '1'
value = 0
[../]
[./top_bottom_disp_y]
type = DirichletBC
variable = disp_y
boundary = '1'
value = 0
[../]
[./top_bottom_disp_z]
type = DirichletBC
variable = disp_z
boundary = '1'
value = 0
[../]
[]
[Materials]
[./thermal]
type = HeatConductionMaterial
temp = temp
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 300e6
poissons_ratio = .3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 5e-6
stress_free_temperature = 300.0
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
density = 10963.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
verbose = true
nl_abs_tol = 1e-10
start_time = 0.0
num_steps = 50000
end_time = 2.002e6
[./TimeStepper]
type = IterationAdaptiveDT
timestep_limiting_function = Fiss_Function
max_function_change = 3e7
dt = 1e6
[../]
[]
[Postprocessors]
[./Temperature_of_Block]
type = ElementAverageValue
variable = temp
execute_on = 'initial timestep_end'
[../]
[./vonMises]
type = ElementAverageValue
variable = vonmises_stress
execute_on = 'initial timestep_end'
[../]
[]
[Outputs]
[./out]
type = Exodus
elemental_as_nodal = true
[../]
[./console]
type = Console
max_rows = 10
[../]
[]
(modules/combined/test/tests/elastic_patch/elastic_patch_rspherical.i)
#
# Patch test for 1D spherical elements
#
# The 1D mesh is pinned at x=0. The displacement at the outer node is set to
# 3e-3*X where X is the x-coordinate of that node. That gives a strain of
# 3e-3 for the x, y, and z directions.
#
# Young's modulus is 1e6, and Poisson's ratio is 0.25. This gives:
#
# Stress xx, yy, zz = E/(1+nu)/(1-2nu)*strain*((1-nu) + nu + nu) = 6000
#
[GlobalParams]
displacements = 'disp_x'
temperature = temp
[]
[Problem]
coord_type = RSPHERICAL
[]
[Mesh]
file = elastic_patch_rspherical.e
[]
[Variables]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = SMALL
incremental = true
add_variables = true
generate_output = 'stress_xx stress_yy stress_zz'
[]
[Kernels]
[./heat]
type = TimeDerivative
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = '1 2'
function = '3e-3*x'
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
poissons_ratio = 0.25
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./density]
type = Density
density = 0.283
outputs = all
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(python/peacock/tests/common/transient_heat_test.i)
[Mesh]
file = cube.e
[]
[Variables]
[./u]
order = FIRST
family = LAGRANGE
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = u
[../]
[./ie]
type = SpecificHeatConductionTimeDerivative
variable = u
[../]
[]
[BCs]
[./bottom]
type = DirichletBC
variable = u
boundary = 1
value = 0.0
[../]
[./top]
type = DirichletBC
variable = u
boundary = 2
value = 1.0
[../]
[]
[Materials]
[./constant]
type = HeatConductionMaterial
block = 1
thermal_conductivity = 1
specific_heat = 1
[../]
[./density]
type = Density
block = 1
density = 1
[../]
[]
[Executioner]
type = Transient
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
start_time = 0.0
num_steps = 5
dt = .1
[]
[Outputs]
file_base = out
exodus = true
[]
(modules/combined/test/tests/heat_convection/heat_convection_3d_test.i)
# Test cases for convective boundary conditions.
# Input file for htc_3dtest1
# TKLarson
# 11/02/11
# Revision 0
#
# Goals of this test are:
# 1) show that the 'fluid' temperature for convective boundary condition
# is behaving as expected/desired
# 2) show that expected results ensue from application of convective boundary conditions
# Convective boundary condition:
# q = h*A*(Tw - Tf)
# where
# q - heat transfer rate (w)
# h - heat transfer coefficient (w/m^2-K)
# A - surface area (m^2)
# Tw - surface temperature (K)
# Tf - fluid temperature adjacent to the surface (K)
# The heat transfer coefficient (h) is input as a variable called 'rate'
# Tf is a two valued function specified by 'initial' and 'final' along with a variable
# called 'duration,' the length of time in seconds that it takes initial to linearly ramp
# to 'final.'
# The mesh for this test case is concocted from an ASTM standard for the so-called Brazillian Cylinder test
# (ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
# Specimens, C 496/C 496M-04, 2004). I turned a cylinder model into a rectangular parallelpiped,
# because I already had the cylinder model.
# The model is 3-d xyz coordinates.
#
# Brazillian Parallelpiped sample dimensions:
# z = 10.3 cm, 0.103 m, (4 in)
# y = 5.08 cm, 0.0508 m, (2 in)
# x = 5.08 cm, 0.0508 m, (2 in)
# Material properties are:
# density = 2405.28 km/m^3
# specific heat = 826.4 J/kg-K
# thermal conductivity 1.937 w/m-K
# alpha (thermal conductivity/(density*specific heat) is then 9.74e-7 m^2/s
#
# Initial parallelpiped temperature is room temperature 294.26 K (70 F)
# The initial fluid temperature is room temperature. We will ramp it to 477.6 K (400 F) in 10 minutes.
# We will use an h representative of natural convection conditions as the boundary condition for all sides
# on the parallelpiped. Akin to putting the object in an oven and turning the oven on.
# This is essentially a thermal soak.
#
# What we expect for this problem:
# 1) Use of h = 284 w/m^2-K (50 BTU/hr-ft^2-F) should cause the parallelpiped to slowly heat up to 477K.
# 2) The fluid temperature should rise from initial (294.26 K) to final (477.6 K) in 600 s.
# 3) 1) and 2) should show the convective BC is working as desired.
#
[Mesh] # Mesh Start
# 5cm x 5cm x 10cm parallelpiped not so detailed mesh, 4 elements each end, 8 elements each long face
# Only one block (Block 1), all concrete
# Sideset definitions:
# 1 - xy plane at z=0,
# 2 - xy plane at z=-0.103,
# 3 - xz plane at y=0,
# 4 - yz plane at x=0,
# 5 - xz plane at y=0.0508,
# 6 - yz plane at x=0.0508
file = heat_convection_3d_mesh.e
#
[] # Mesh END
[Variables] # Variables Start
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 294.26 # Initial parallelpiped temperature
[../]
[] # Variables END
[Kernels] # Kernels Start
[./heat]
# type = HeatConductionRZ
type = HeatConduction
variable = temp
[../]
[./heat_ie]
# type = HeatConductionTimeDerivativeRZ
type = HeatConductionTimeDerivative
variable = temp
[../]
[] # Kernels END
[BCs] # Boundary Conditions Start
# Heat transfer coefficient on outer parallelpiped radius and ends
[./convective_clad_surface] # Convective Start
# type = ConvectiveFluxRZ # Convective flux, e.g. q'' = h*(Tw - Tf)
type = ConvectiveFluxBC # Convective flux, e.g. q'' = h*(Tw - Tf)
boundary = '1 2 3 4 5 6' # BC applied on top, along length, and bottom
variable = temp
rate = 284. # convective heat transfer coefficient (w/m^2-K)[50 BTU/hr-ft^2-F]
initial = 294.26 # initial ambient (lab or oven) temperature (K)
final = 477.6 # final ambient (lab or oven) temperature (K)
duration = 600. # length of time in seconds that it takes the ambient
# temperature to ramp from initial to final
[../] # Convective End
[] # BCs END
[Materials] # Materials Start
[./thermal]
type = HeatConductionMaterial
block = 1
specific_heat = 826.4
#thermal_conductivity = 1.937 # this makes alpha 9.74e-7 m^2/s
thermal_conductivity = 193.7 # this makes alpha 9.74e-5 m^2/s
# above conductivity arbitrarily increased by 2 decades to make the
# object soak faster for the present purposes
[../]
[./density]
type = Density
block = 1
density = 2405.28
[../]
[] # Materials END
[Executioner] # Executioner Start
type = Transient
# type = Steady
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew '
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type'
petsc_options_value = '70 hypre boomeramg'
l_max_its = 60
nl_rel_tol = 1e-8
nl_abs_tol = 1e-10
l_tol = 1e-5
start_time = 0.0
dt = 60.
num_steps = 20 # Total run time 1200 s
[] # Executioner END
[Outputs] # Output Start
# Output Start
file_base = out_3d
exodus = true
[] # Output END
# # Input file END
(modules/combined/test/tests/gravity/gravity_rz_quad8.i)
# Gravity Test
#
# This test is designed to exercise the gravity body force rz kernel.
#
# The mesh for this problem is a rectangle 10 units by 1 unit.
#
# The boundary conditions for this problem are as follows. The
# displacement is zero at the top. The acceleration of gravity is 20.
#
# The material has a Young's modulus of 1e6 and a density of 2.
#
# The analytic solution for the displacement along the bar is:
#
# u(y) = -b*y^2/(2*E)+b*L*y/E
#
# The displacement at y=L is b*L^2/(2*E) = 2*20*10*10/(2*1e6) = 0.002.
#
# The analytic solution for the stress along the bar assuming linear
# elasticity is:
#
# S(y) = b*(L-y)
#
# The stress at x=0 is b*L = 2*20*10 = 400.
#
# Note: The simulation does not measure stress at y=0. The stress
# is reported at element centers. The element closest to y=0 sits
# at y = 1/4 and has a stress of 390. This matches the linear
# stress distribution that is expected. The same situation applies
# at y = L where the stress is zero analytically. The nearest
# element is at y=9.75 where the stress is 10.
#
[GlobalParams]
displacements = 'disp_x disp_y'
order = SECOND
family = LAGRANGE
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = gravity_rz_quad8_test.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = FINITE
add_variables = true
generate_output = 'stress_xx stress_yy stress_xy'
[]
[Kernels]
[./gravity]
type = Gravity
variable = disp_y
value = 20
[../]
[]
[BCs]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = 2
value = 0.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
shear_modulus = 0.5e6
lambda = 0.0
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
density = 2
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
end_time = 1.0
[./Quadrature]
order = THIRD
[../]
[]
[Outputs]
file_base = gravity_rz_quad8_out
[./exodus]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/reference_residual/reference_residual_perfgraph.i)
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 4
ny = 4
nz = 4
[]
[Problem]
type = ReferenceResidualProblem
extra_tag_vectors = 'ref'
reference_vector = 'ref'
[]
[Variables]
[./disp_x]
order = FIRST
family = LAGRANGE
[../]
[./disp_y]
order = FIRST
family = LAGRANGE
[../]
[./disp_z]
order = FIRST
family = LAGRANGE
[../]
[./temp]
order = FIRST
family = LAGRANGE
[../]
[]
[AuxVariables]
[./saved_x]
[../]
[./saved_y]
[../]
[./saved_z]
[../]
[./saved_t]
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
volumetric_locking_correction = true
incremental = true
save_in = 'saved_x saved_y saved_z'
eigenstrain_names = thermal_expansion
strain = FINITE
decomposition_method = EigenSolution
extra_vector_tags = 'ref'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
save_in = saved_t
extra_vector_tags = 'ref'
[../]
[]
[Functions]
[./pull]
type = PiecewiseLinear
x = '0 1 2'
y = '0 1 1'
scale_factor = 0.1
[../]
[]
[BCs]
[./bottom_x]
type = DirichletBC
variable = disp_x
boundary = bottom
value = 0.0
[../]
[./bottom_y]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./bottom_z]
type = DirichletBC
variable = disp_z
boundary = bottom
value = 0.0
[../]
[./top_x]
type = DirichletBC
variable = disp_x
boundary = top
value = 0.0
[../]
[./top_y]
type = FunctionDirichletBC
variable = disp_y
boundary = top
function = pull
[../]
[./top_z]
type = DirichletBC
variable = disp_z
boundary = top
value = 0.0
[../]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = bottom
value = 10.0
[../]
[./top_temp]
type = DirichletBC
variable = temp
boundary = top
value = 20.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = 0
youngs_modulus = 1.0
poissons_ratio = 0.3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
block = 0
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
block = 0
eigenstrain_name = thermal_expansion
temperature = temp
thermal_expansion_coeff = 1e-5
stress_free_temperature = 0.0
[../]
[./heat1]
type = HeatConductionMaterial
block = 0
specific_heat = 1.0
thermal_conductivity = 1e-3 #Tuned to give temperature reference resid close to that of solidmech
[../]
[./density]
type = Density
block = 0
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_rel_tol = 1e-10
l_tol = 1e-3
l_max_its = 100
dt = 1.0
end_time = 2.0
[]
[Postprocessors]
[./res_calls]
type = PerfGraphData
section_name = "ReferenceResidualProblem::computeResidualInternal"
data_type = calls
[../]
[./elapsed]
type = PerfGraphData
section_name = "Root"
data_type = total
[../]
[]
[Outputs]
csv = true
[]
(modules/combined/test/tests/heat_convection/heat_convection_3d_tf_test.i)
# Test cases for convective boundary conditions.
# Input file for htc_3dtest0
# TKLarson
# 11/02/11
# Revision 0
#
# Goals of this test are:
# 1) show that the 'fluid' temperature for convective boundary condition
# is behaving as expected/desired
# 2) show that expected results ensue from application of convective boundary conditions
# Convective boundary condition:
# q = h*A*(Tw - Tf)
# where
# q - heat transfer rate (w)
# h - heat transfer coefficient (w/m^2-K)
# A - surface area (m^2)
# Tw - surface temperature (K)
# Tf - fluid temperature adjacent to the surface (K)
# The heat transfer coefficient (h) is input as a variable called 'rate'
# Tf is a two valued function specified by 'initial' and 'final' along with a variable
# called 'duration,' the length of time in seconds that it takes initial to linearly ramp
# to 'final.'
# The mesh for this test case is concocted from an ASTM standard for the so-called Brazillian Cylinder test
# (ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
# Specimens, C 496/C 496M-04, 2004). I turned a cylinder model into a rectangular parallelpiped,
# because I already had the cylinder model.
# The model is 3-d xyz coordinates.
#
# Brazillian Parallelpiped sample dimensions:
# z = 10.3 cm, 0.103 m, (4 in)
# y = 5.08 cm, 0.0508 m, (2 in)
# x = 5.08 cm, 0.0508 m, (2 in)
# Material properties are:
# density = 2405.28 km/m^3
# specific heat = 826.4 J/kg-K
# thermal conductivity 1.937 w/m-K
# alpha (thermal conductivity/(density*specific heat) is then 9.74e-7 m^2/s
#
# Initial parallelpiped temperature is room temperature 294.26 K (70 F)
# The initial fluid temperature is room temperature. We will ramp it to 477.6 K (400 F) in 10 minutes.
# We will use a very large h (1000000) to make the surface temperature mimick the fluid temperature.
# What we expect for this problem:
# 1) Use of h = 1000000 should cause the parallelpiped surface temperature to track the fluid temperature
# 2) The fluid temperature should rise from initial (294.26 K) to final (477.6 K) in 600 s.
# 3) 1) and 2) should prove that the Tf boundary condition is ramping as desired.
# Note, we do the above because there is no way to plot a variable that is not on a mesh node!
[Mesh] # Mesh Start
# 5cm x 5cm x 10cm parallelpiped not so detailed mesh, 4 elements each end, 8 elements each long face
# Only one block (Block 1), all concrete
# Sideset definitions:
# 1 - xy plane at z=0,
# 2 - xy plane at z=-0.103,
# 3 - xz plane at y=0,
# 4 - yz plane at x=0,
# 5 - xz plane at y=0.0508,
# 6 - yz plane at x=0.0508
file = heat_convection_3d_mesh.e
#
[] # Mesh END
[Variables] # Variables Start
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 294.26 # Initial parallelpiped temperature
[../]
[] # Variables END
[Kernels] # Kernels Start
[./heat]
# type = HeatConductionRZ
type = HeatConduction
variable = temp
[../]
[./heat_ie]
# type = HeatConductionTimeDerivativeRZ
type = HeatConductionTimeDerivative
variable = temp
[../]
[] # Kernels END
[BCs] # Boundary Conditions Start
# Heat transfer coefficient on outer parallelpiped radius and ends
[./convective_clad_surface] # Convective Start
# type = ConvectiveFluxRZ # Convective flux, e.g. q'' = h*(Tw - Tf)
type = ConvectiveFluxBC # Convective flux, e.g. q'' = h*(Tw - Tf)
boundary = '1 2 3 4 5 6' # BC applied on top, along length, and bottom
variable = temp
rate = 1000000. # convective heat transfer coefficient (w/m^2-K)[176000 "]
# # the above h is ~ infinity for present purposes
initial = 294.26 # initial ambient (lab or oven) temperature (K)
final = 477.6 # final ambient (lab or oven) temperature (K)
duration = 600. # length of time in seconds that it takes the ambient
# temperature to ramp from initial to final
[../] # Convective End
[] # BCs END
[Materials] # Materials Start
[./thermal]
type = HeatConductionMaterial
block = 1
specific_heat = 826.4
thermal_conductivity = 1.937 # this makes alpha 9.74e-7 m^2/s
[../]
[./density]
type = Density
block = 1
density = 2405.28
[../]
[] # Materials END
[Executioner] # Executioner Start
type = Transient
# type = Steady
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew '
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type'
petsc_options_value = '70 hypre boomeramg'
l_max_its = 60
nl_rel_tol = 1e-8
nl_abs_tol = 1e-10
l_tol = 1e-5
start_time = 0.0
dt = 60.
num_steps = 20 # Total run time 1200 s
[] # Executioner END
[Outputs] # Output Start
# Output Start
file_base = out_3d_tf
exodus = true
[] # Output END
# # Input file END
(modules/combined/test/tests/gravity/gravity.i)
# Gravity Test
#
# This test is designed to exercise the gravity body force kernel.
#
# The mesh for this problem is a rectangular bar 10 units by 1 unit
# by 1 unit.
#
# The boundary conditions for this problem are as follows. The
# displacement is zero on each of side that faces a negative
# coordinate direction. The acceleration of gravity is 20.
#
# The material has a Young's modulus of 1e6 and a density of 2.
#
# The analytic solution for the displacement along the bar is:
#
# u(x) = -b*x^2/(2*E)+b*L*x/E
#
# The displacement at x=L is b*L^2/(2*E) = 2*20*10*10/(2*1e6) = 0.002.
#
# The analytic solution for the stress along the bar assuming linear
# elasticity is:
#
# S(x) = b*(L-x)
#
# The stress at x=0 is b*L = 2*20*10 = 400.
#
# Note: The simulation does not measure stress at x=0. The stress
# is reported at element centers. The element closest to x=0 sits
# at x = 1/4 and has a stress of 390. This matches the linear
# stress distribution that is expected. The same situation applies
# at x = L where the stress is zero analytically. The nearest
# element is at x=9.75 where the stress is 10.
#
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
file = gravity_test.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[]
[Modules/TensorMechanics/Master/All]
volumetric_locking_correction = true
strain = FINITE
add_variables = true
generate_output = 'stress_xx'
[]
[Kernels]
[./gravity]
type = Gravity
variable = disp_x
value = 20
[../]
[]
[BCs]
[./no_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = 3
value = 0.0
[../]
[./no_z]
type = DirichletBC
variable = disp_z
boundary = 5
value = 0.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
bulk_modulus = 0.333333333333333e6
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
block = 1
density = 2
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
end_time = 1.0
[]
[Outputs]
file_base = gravity_out
[./exodus]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/power_law_creep/power_law_creep_restart1.i)
# 1x1x1 unit cube with uniform pressure on top face
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 1
ny = 1
nz = 1
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 1000.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
incremental = true
add_variables = true
generate_output = 'stress_yy creep_strain_xx creep_strain_yy creep_strain_zz elastic_strain_yy'
[../]
[]
[Functions]
[./top_pull]
type = PiecewiseLinear
x = '0 1'
y = '1 1'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[]
[BCs]
[./u_top_pull]
type = Pressure
variable = disp_y
component = 1
boundary = top
factor = -10.0e6
function = top_pull
[../]
[./u_bottom_fix]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./u_yz_fix]
type = DirichletBC
variable = disp_x
boundary = left
value = 0.0
[../]
[./u_xy_fix]
type = DirichletBC
variable = disp_z
boundary = back
value = 0.0
[../]
[./temp_fix]
type = DirichletBC
variable = temp
boundary = 'bottom top'
value = 1000.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 2e11
poissons_ratio = 0.3
[../]
[./radial_return_stress]
type = ComputeMultipleInelasticStress
tangent_operator = elastic
inelastic_models = 'power_law_creep'
[../]
[./power_law_creep]
type = PowerLawCreepStressUpdate
coefficient = 1.0e-15
n_exponent = 4
activation_energy = 3.0e5
temperature = temp
[../]
[./thermal]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 100.
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_ksp'
petsc_options_iname = '-ksp_gmres_restart'
petsc_options_value = '101'
line_search = 'none'
l_max_its = 20
nl_max_its = 20
nl_rel_tol = 1e-6
nl_abs_tol = 1e-6
l_tol = 1e-5
start_time = 0.0
end_time = 1.0
num_steps = 6
dt = 0.1
[]
[Outputs]
exodus = true
csv = true
[./out]
type = Checkpoint
num_files = 1
[../]
[]
(modules/combined/test/tests/fdp_geometric_coupling/fdp_geometric_coupling.i)
[Mesh]
file = twoBlocksContactDiceSecondary2OffsetGap.e
[]
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
volumetric_locking_correction = true
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 100.0
[../]
[]
[Functions]
[./pressure]
type = PiecewiseLinear
x = '0 1 2'
y = '0 1 1'
scale_factor = 10.0
[../]
[./tempFunc]
type = PiecewiseLinear
x = '0. 3.'
y = '100.0 440.0'
[../]
[]
[Modules/TensorMechanics/Master]
[./block1]
block = 1
volumetric_locking_correction = true
incremental = true
strain = FINITE
eigenstrain_names = 'thermal_expansion1'
decomposition_method = EigenSolution
[../]
[./block2]
block = 2
volumetric_locking_correction = true
incremental = true
strain = FINITE
eigenstrain_names = 'thermal_expansion2'
decomposition_method = EigenSolution
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./left_right_x]
type = DirichletBC
variable = disp_x
boundary = '1 4'
value = 0.0
[../]
[./left_right_y]
type = DirichletBC
variable = disp_y
boundary = '1 4'
value = 0.0
[../]
[./left_right_z]
type = DirichletBC
variable = disp_z
boundary = '1 4'
value = 0.0
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = '2 3'
function = tempFunc
[../]
[]
[Contact]
[./dummy_name]
primary = 2
secondary = 3
penalty = 1e8
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 1e6
poissons_ratio = 0.0
[../]
[./stress1]
type = ComputeFiniteStrainElasticStress
block = '1 2'
[../]
[./thermal_expansion1]
type = ComputeThermalExpansionEigenstrain
block = 1
thermal_expansion_coeff = 1e-4
stress_free_temperature = 100.0
temperature = temp
eigenstrain_name = thermal_expansion1
[../]
[./thermal_expansion2]
type = ComputeThermalExpansionEigenstrain
block = 2
thermal_expansion_coeff = 1e-5
stress_free_temperature = 100.0
temperature = temp
eigenstrain_name = thermal_expansion2
[../]
[./heat]
type = HeatConductionMaterial
block = '1 2'
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
block = '1 2'
density = 1.0
[../]
[]
[Preconditioning]
[./FDP]
type = FDP
full = true
implicit_geometric_coupling = true
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -mat_fd_coloring_err -mat_fd_type'
petsc_options_value = 'lu 1e-8 ds'
nl_rel_tol = 1e-10
l_max_its = 5
nl_max_its = 3
dt = 5.0e-1
num_steps = 2
[]
[Outputs]
file_base = fdp_geometric_coupling_out
exodus = true
[]
(modules/combined/test/tests/heat_convection/heat_convection_function.i)
[Mesh] # Mesh Start
file = patch_3d.e
#
[] # Mesh END
[Functions]
[./t_infinity]
type = ParsedFunction
value = '300'
[../]
[./htc]
type = ParsedFunction
value = 10.0*5.7 # convective heat transfer coefficient (w/m^2-K)[50 BTU/hr-ft^2-F]
[../]
[]
[Variables] # Variables Start
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 294.26
[../]
[] # Variables END
[Kernels] # Kernels Start
[./heat]
type = HeatConduction
variable = temp
[../]
[] # Kernels END
[BCs] # Boundary Conditions Start
# Heat transfer coefficient on outer parallelpiped radius and ends
[./convective_clad_surface] # Convective Start
type = ConvectiveFluxFunction # Convective flux, e.g. q'' = h*(Tw - Tf)
boundary = 12
variable = temp
coefficient = htc
T_infinity = t_infinity
[../] # Convective End
[./fixed]
type = DirichletBC
variable = temp
boundary = 10
value = 100
[../]
[] # BCs END
[Materials] # Materials Start
[./thermal]
type = HeatConductionMaterial
block = '1 2 3 4 5 6 7'
specific_heat = 826.4
thermal_conductivity = 57
[../]
[./density]
type = Density
block = '1 2 3 4 5 6 7'
density = 2405.28
[../]
[] # Materials END
[Executioner] # Executioner Start
type = Transient
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options = '-snes_ksp_ew '
petsc_options_iname = '-ksp_gmres_restart -pc_type -pc_hypre_type'
petsc_options_value = '70 hypre boomeramg'
l_max_its = 60
nl_rel_tol = 1e-8
nl_abs_tol = 1e-10
l_tol = 1e-5
start_time = 0.0
dt = 1
num_steps = 1
[] # Executioner END
[Outputs] # Output Start
# Output Start
exodus = true
[] # Output END
# # Input file END
(modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch_rz.i)
#
# This problem is modified from the Abaqus verification manual:
# "1.5.4 Patch test for axisymmetric elements"
# The original stress solution is given as:
# xx = yy = zz = 2000
# xy = 400
#
# Here, E=1e6 and nu=0.25.
# However, with a +100 degree change in temperature and a coefficient
# of thermal expansion of 1e-6, the solution becomes:
# xx = yy = zz = 1800
# xy = 400
# since
# E*(1-nu)/(1+nu)/(1-2*nu)*(1+2*nu/(1-nu))*(1e-3-1e-4) = 1800
#
# Also,
#
# dSrr dSrz Srr-Stt
# ---- + ---- + ------- + br = 0
# dr dz r
#
# and
#
# dSrz Srz dSzz
# ---- + --- + ---- + bz = 0
# dr r dz
#
# where
# Srr = stress in rr
# Szz = stress in zz
# Stt = stress in theta-theta
# Srz = stress in rz
# br = body force in r direction
# bz = body force in z direction
#
[GlobalParams]
displacements = 'disp_x disp_y'
temperature = temp
volumetric_locking_correction = true
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = elastic_thermal_patch_rz_test.e
[]
[Functions]
[./ur]
type = ParsedFunction
value = '1e-3*x'
[../]
[./uz]
type = ParsedFunction
value = '1e-3*(x+y)'
[../]
[./body]
type = ParsedFunction
value = '-400/x'
[../]
[./temp]
type = ParsedFunction
value = '117.56+100*t'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
add_variables = true
strain = SMALL
incremental = true
eigenstrain_names = eigenstrain
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[]
[Kernels]
[./body]
type = BodyForce
variable = disp_y
value = 1
function = body
[../]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = 10
function = ur
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
boundary = 10
function = uz
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = 10
function = temp
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
lambda = 400000.0
poissons_ratio = 0.25
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 1e-6
stress_free_temperature = 117.56
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 0.116
thermal_conductivity = 4.85e-4
[../]
[./density]
type = Density
density = 0.283
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_abs_tol = 1e-11
nl_rel_tol = 1e-12
l_max_its = 20
start_time = 0.0
dt = 1.0
num_steps = 1
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/thermo_mech/thermo_mech.i)
#Run with 4 procs
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
temperature = temp
volumetric_locking_correction = true
[]
[Mesh]
file = cube.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
[../]
[]
[Kernels]
[./TensorMechanics]
[../]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./bottom_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./bottom_y]
type = DirichletBC
variable = disp_y
boundary = 1
value = 0.0
[../]
[./bottom_z]
type = DirichletBC
variable = disp_z
boundary = 1
value = 0.0
[../]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 10.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1.0
poissons_ratio = 0.3
[../]
[./strain]
type = ComputeSmallStrain
eigenstrain_names = eigenstrain
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 0.0
thermal_expansion_coeff = 1e-5
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeLinearElasticStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_rel_tol = 1e-14
l_tol = 1e-3
l_max_its = 100
dt = 1.0
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_jacobian_rz_smp.i)
# This problem is intended to exercise the Jacobian for coupled RZ
# problems. Only two iterations should be needed.
[GlobalParams]
temperature = temp
volumetric_locking_correction = true
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = elastic_thermal_patch_rz_test.e
[]
[Functions]
[./ur]
type = ParsedFunction
value = '0'
[../]
[./uz]
type = ParsedFunction
value = '0'
[../]
[./body]
type = ParsedFunction
value = '-400/x'
[../]
[./temp]
type = ParsedFunction
value = '117.56+100*t'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules]
[TensorMechanics]
[Master]
displacements = 'disp_x disp_y'
[All]
displacements = 'disp_x disp_y'
add_variables = true
strain = SMALL
incremental = true
eigenstrain_names = eigenstrain
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[../]
[../]
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
boundary = 1
function = ur
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
boundary = 2
function = uz
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = 10
function = temp
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
poissons_ratio = 0.25
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeStrainIncrementBasedStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 0.116
thermal_conductivity = 4.85e-4
[../]
[./density]
type = Density
density = 0.283
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_abs_tol = 1e-9
nl_rel_tol = 1e-12
l_max_its = 20
start_time = 0.0
dt = 1.0
num_steps = 1
end_time = 1.0
[]
[Outputs]
file_base = elastic_thermal_jacobian_rz_smp_out
[./exodus]
type = Exodus
execute_on = 'initial timestep_end nonlinear'
nonlinear_residual_dt_divisor = 100
[../]
[]
(modules/combined/test/tests/gravity/gravity_hex20.i)
# Gravity Test
#
# This test is designed to exercise the gravity body force kernel.
#
# The mesh for this problem is a rectangular bar 10 units by 1 unit
# by 1 unit.
#
# The boundary conditions for this problem are as follows. The
# displacement is zero on each of side that faces a negative
# coordinate direction. The acceleration of gravity is 20.
#
# The material has a Young's modulus of 1e6 and a density of 2.
#
# The analytic solution for the displacement along the bar is:
#
# u(x) = -b*x^2/(2*E)+b*L*x/E
#
# The displacement at x=L is b*L^2/(2*E) = 2*20*10*10/(2*1e6) = 0.002.
#
# The analytic solution for the stress along the bar assuming linear
# elasticity is:
#
# S(x) = b*(L-x)
#
# The stress at x=0 is b*L = 2*20*10 = 400.
#
# Note: The simulation does not measure stress at x=0. The stress
# is reported at element centers. The element closest to x=0 sits
# at x = 1/4 and has a stress of 390. This matches the linear
# stress distribution that is expected. The same situation applies
# at x = L where the stress is zero analytically. The nearest
# element is at x=9.75 where the stress is 10.
#
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
order = SECOND
family = LAGRANGE
[]
[Mesh]
file = gravity_hex20_test.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = FINITE
add_variables = true
generate_output = 'stress_xx'
[]
[Kernels]
[./gravity]
type = Gravity
variable = disp_x
value = 20
[../]
[]
[BCs]
[./no_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = 3
value = 0.0
[../]
[./no_z]
type = DirichletBC
variable = disp_z
boundary = 5
value = 0.0
[../]
[]
[Materials]
[./elasticty_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
bulk_modulus = 0.333333333333333e6
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
density = 2
[../]
[]
[Preconditioning]
[./SMP]
type = SMP
full = true
[]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
end_time = 1.0
[./Quadrature]
order = THIRD
[../]
[]
[Outputs]
file_base = gravity_hex20_out
[./exodus]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/gap_heat_transfer_convex/gap_heat_transfer_convex.i)
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
temperature = temp
[]
[Mesh]
file = gap_heat_transfer_convex.e
[]
[Functions]
[./disp]
type = PiecewiseLinear
x = '0 2.0'
y = '0 1.0'
[../]
[./temp]
type = PiecewiseLinear
x = '0 1'
y = '200 200'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 100
[../]
[]
[ThermalContact]
[./thermal_contact]
type = GapHeatTransfer
variable = temp
primary = 2
secondary = 3
emissivity_primary = 0
emissivity_secondary = 0
[../]
[]
[Modules/TensorMechanics/Master/All]
volumetric_locking_correction = true
strain = FINITE
eigenstrain_names = eigenstrain
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./move_right]
type = FunctionDirichletBC
boundary = '3'
variable = disp_x
function = disp
[../]
[./fixed_x]
type = DirichletBC
boundary = '1'
variable = disp_x
value = 0
[../]
[./fixed_y]
type = DirichletBC
boundary = '1 2 3 4'
variable = disp_y
value = 0
[../]
[./fixed_z]
type = DirichletBC
boundary = '1 2 3 4'
variable = disp_z
value = 0
[../]
[./temp_bottom]
type = FunctionDirichletBC
boundary = 1
variable = temp
function = temp
[../]
[./temp_top]
type = DirichletBC
boundary = 4
variable = temp
value = 100
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 1e6
poissons_ratio = 0.3
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 100
thermal_expansion_coeff = 0
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./heat1]
type = HeatConductionMaterial
block = 1
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./heat2]
type = HeatConductionMaterial
block = 2
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
block = '1 2'
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
dt = 0.1
end_time = 2.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/thermal_strain/thermal_strain.i)
# Patch Test
# This test is designed to compute displacements from a thermal strain.
# The cube is displaced by 1e-6 units in x, 2e-6 in y, and 3e-6 in z.
# The faces are sheared as well (1e-6, 2e-6, and 3e-6 for xy, yz, and
# zx). This gives a uniform strain/stress state for all six unique
# tensor components.
# The temperature moves 100 degrees, and the coefficient of thermal
# expansion is 1e-6. Therefore, the strain (and the displacement
# since this is a unit cube) is 1e-4.
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
file = thermal_strain_test.e
[]
[Functions]
[./tempFunc]
type = PiecewiseLinear
x = '0. 1.'
y = '117.56 217.56'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master]
add_variables = true
strain = SMALL
incremental = true
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[./block1]
eigenstrain_names = eigenstrain1
block = 1
[../]
[./block2]
eigenstrain_names = eigenstrain2
block = 2
[../]
[./block3]
eigenstrain_names = eigenstrain3
block = 3
[../]
[./block4]
eigenstrain_names = eigenstrain4
block = 4
[../]
[./block5]
eigenstrain_names = eigenstrain5
block = 5
[../]
[./block6]
eigenstrain_names = eigenstrain6
block = 6
[../]
[./block7]
eigenstrain_names = eigenstrain7
block = 7
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./no_x]
type = DirichletBC
variable = disp_x
boundary = 10
value = 0.0
[../]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = 9
value = 0.0
[../]
[./no_z]
type = DirichletBC
variable = disp_z
boundary = 14
value = 0
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = '10 12'
function = tempFunc
[../]
[]
[Materials]
[./elasticity_tensor1]
type = ComputeIsotropicElasticityTensor
block = 1
bulk_modulus = 0.333333333333e6
poissons_ratio = 0.0
[../]
[./thermal_strain1]
type = ComputeThermalExpansionEigenstrain
block = 1
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain1
[../]
[./stress1]
type = ComputeStrainIncrementBasedStress
block = 1
[../]
[./elasticity_tensor2]
type = ComputeIsotropicElasticityTensor
block = 2
bulk_modulus = 0.333333333333e6
lambda = 0.0
[../]
[./thermal_strain2]
type = ComputeThermalExpansionEigenstrain
block = 2
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain2
[../]
[./stress2]
type = ComputeStrainIncrementBasedStress
block = 2
[../]
[./elasticity_tensor3]
type = ComputeIsotropicElasticityTensor
block = 3
youngs_modulus = 1e6
poissons_ratio = 0.0
[../]
[./thermal_strain3]
type = ComputeThermalExpansionEigenstrain
block = 3
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain3
[../]
[./stress3]
type = ComputeStrainIncrementBasedStress
block = 3
[../]
[./elasticity_tensor4]
type = ComputeIsotropicElasticityTensor
block = 4
youngs_modulus = 1e6
poissons_ratio = 0.0
[../]
[./thermal_strain4]
type = ComputeThermalExpansionEigenstrain
block = 4
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain4
[../]
[./stress4]
type = ComputeStrainIncrementBasedStress
block = 4
[../]
[./elasticity_tensor5]
type = ComputeIsotropicElasticityTensor
block = 5
youngs_modulus = 1e6
lambda = 0.0
[../]
[./thermal_strain5]
type = ComputeThermalExpansionEigenstrain
block = 5
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain5
[../]
[./stress5]
type = ComputeStrainIncrementBasedStress
block = 5
[../]
[./elasticity_tensor6]
type = ComputeIsotropicElasticityTensor
block = 6
youngs_modulus = 1e6
shear_modulus = 5e5
[../]
[./thermal_strain6]
type = ComputeThermalExpansionEigenstrain
block = 6
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain6
[../]
[./stress6]
type = ComputeStrainIncrementBasedStress
block = 6
[../]
[./elasticity_tensor7]
type = ComputeIsotropicElasticityTensor
block = 7
shear_modulus = 5e5
poissons_ratio = 0.0
[../]
[./thermal_strain7]
type = ComputeThermalExpansionEigenstrain
block = 7
temperature = temp
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-6
eigenstrain_name = eigenstrain7
[../]
[./stress7]
type = ComputeStrainIncrementBasedStress
block = 7
[../]
[./heat]
type = HeatConductionMaterial
block = '1 2 3 4 5 6 7'
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
block = '1 2 3 4 5 6 7'
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_abs_tol = 1e-10
l_max_its = 20
start_time = 0.0
dt = 0.5
num_steps = 2
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_force_step.i)
# This is a test designed to evaluate the cabability of the
# IterationAdaptiveDT TimeStepper to adjust time step size according to
# a function. For example, if the power input function for a BISON
# simulation rapidly increases or decreases, the IterationAdaptiveDT
# TimeStepper should take time steps small enough to capture the
# oscillation.
[GlobalParams]
order = FIRST
family = LAGRANGE
block = 1
volumetric_locking_correction = true
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
file = 1hex8_10mm_cube.e
[]
[Functions]
[./Fiss_Function]
type = PiecewiseLinear
data_file = blip.csv
format = columns
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 300.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
incremental = true
eigenstrain_names = thermal_expansion
add_variables = true
generate_output = 'vonmises_stress'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[./heat_source]
type = HeatSource
variable = temp
value = 1.0
function = Fiss_Function
[../]
[]
[BCs]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 300
[../]
[./top_bottom_disp_x]
type = DirichletBC
variable = disp_x
boundary = '1'
value = 0
[../]
[./top_bottom_disp_y]
type = DirichletBC
variable = disp_y
boundary = '1'
value = 0
[../]
[./top_bottom_disp_z]
type = DirichletBC
variable = disp_z
boundary = '1'
value = 0
[../]
[]
[Materials]
[./thermal]
type = HeatConductionMaterial
temp = temp
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 300e6
poissons_ratio = .3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 5e-6
stress_free_temperature = 300.0
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
density = 10963.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
verbose = true
nl_abs_tol = 1e-10
start_time = 0.0
num_steps = 50000
end_time = 5.1e3
[./TimeStepper]
type = IterationAdaptiveDT
timestep_limiting_function = Fiss_Function
max_function_change = 3e20
force_step_every_function_point = true
dt = 1e2
[../]
[]
[Postprocessors]
[./Temperature_of_Block]
type = ElementAverageValue
variable = temp
execute_on = 'initial timestep_end'
[../]
[./vonMises]
type = ElementAverageValue
variable = vonmises_stress
execute_on = 'initial timestep_end'
[../]
[]
[Outputs]
[./out]
type = Exodus
elemental_as_nodal = true
[../]
[./console]
type = Console
max_rows = 10
[../]
[]
(modules/combined/test/tests/thermal_conductivity_temperature_function_test/thermal_conductivity_temperature_function_test.i)
#
# This test evaluates the capability of HeatConductionMaterial to define
# thermal conductivity as a function of temperature. The test uses the patch test
# cube mesh with a flux bc on one side and a temperature bc on the opposite side.
# The temperature bc changes as a function of time from 100 to 200. The thermal
# conductivity is a function of temperature, with k = 1 for temps = 100-199, k = 2
# for temps _>_ 200. The flux, q = 10 is constant. The Transient Executioner is used here
# although the interial kernel is omitted, so this is really a series of two steady-state
# solutions.
#
# ---------------
# | |
# | |
# q -> | k | T2
# | |
# T1 = ? | |
# ---------------
# dx = 1
#
#
# q = -k dT/dx
#
# q = -k (T1 - T2)/dx
#
# T1 = (q/-k)*dx + T2
#
# for: T2 = 100, k = 1, q = -10
#
# T1 = 110
# --------
#
# for: T2 = 200, k = 2, q = -10
#
# T1 = 205
# --------
#
[Mesh]#Comment
file = fe_patch.e
[] # Mesh
[Functions]
[./k_func]
type = PiecewiseLinear
x = '100 199 200'
y = '1 1 2'
[../]
[./c_func]
type = PiecewiseLinear
x = '100 200'
y = '0.116 0.116'
[../]
[./t_func]
type = PiecewiseLinear
x = '0 1 2'
y = '100 100 200'
[../]
[] # Functions
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 100
[../]
[] # Variables
[Kernels]
[./heat_r]
type = HeatConduction
variable = temp
[../]
[] # Kernels
[BCs]
[./temps_function]
type = FunctionDirichletBC
variable = temp
boundary = 1000
function = t_func
[../]
[./flux_in]
type = NeumannBC
variable = temp
boundary = 100
value = 10
[../]
[] # BCs
[Materials]
[./heat]
type = HeatConductionMaterial
block = 1
temp = temp
thermal_conductivity_temperature_function = k_func
specific_heat_temperature_function = c_func
[../]
[./density]
type = Density
block = 1
density = 0.283
[../]
[] # Materials
[Executioner]
type = Transient
#Preconditioned JFNK (default)
solve_type = 'PJFNK'
petsc_options_iname = '-pc_type -ksp_gmres_restart'
petsc_options_value = 'lu 101'
line_search = 'none'
l_max_its = 100
l_tol = 8e-3
nl_max_its = 15
nl_rel_tol = 1e-4
nl_abs_tol = 1e-10
start_time = 0.0
dt = 1
end_time = 2
num_steps = 2
[] # Executioner
[Outputs]
file_base = out
exodus = true
[] # Outputs
(modules/combined/test/tests/elastic_patch/elastic_patch_rz_nonlinear.i)
#
# This problem is taken from the Abaqus verification manual:
# "1.5.4 Patch test for axisymmetric elements"
# The stress solution is given as:
# xx = yy = zz = 19900
# xy = 0
#
# If strain = log(1+1e-2) = 0.00995033...
# then
# stress = E/(1+PR)/(1-2*PR)*(1-PR +PR +PR)*strain = 19900.6617
# with E = 1e6 and PR = 0.25.
#
# The code computes stress = 19900.6617 when
# increment_calculation = eigen. There is a small error when the
# rashidapprox option is used.
#
# Since the strain is 1e-3 in all three directions, the new density should be
# new_density = original_density * V_0 / V
# new_density = 0.283 / (1 + 9.95e-3 + 9.95e-3 + 9,95e-3) = 0.2747973
#
# The code computes a new density of .2746770
[GlobalParams]
displacements = 'disp_x disp_y'
temperature = temp
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = elastic_patch_rz.e
[]
[Variables]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
strain = FINITE
decomposition_method = EigenSolution
add_variables = true
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[]
[Kernels]
[./heat]
type = TimeDerivative
variable = temp
[../]
[]
[BCs]
[./ur]
type = FunctionDirichletBC
variable = disp_x
preset = false
boundary = 10
function = '1e-2*x'
[../]
[./uz]
type = FunctionDirichletBC
variable = disp_y
preset = false
boundary = 10
function = '1e-2*y'
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 1e6
poissons_ratio = 0.25
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
density = 0.283
outputs = all
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
end_time = 1.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/elastic_thermal_patch/elastic_thermal_patch.i)
# Patch Test
# This test is designed to compute constant xx, yy, zz, xy, yz, and zx
# stress on a set of irregular hexes. The mesh is composed of one
# block with seven elements. The elements form a unit cube with one
# internal element. There is a nodeset for each exterior node.
# The cube is displaced by 1e-6 units in x, 2e-6 in y, and 3e-6 in z.
# The faces are sheared as well (1e-6, 2e-6, and 3e-6 for xy, yz, and
# zx). This gives a uniform strain/stress state for all six unique
# tensor components.
# With Young's modulus at 1e6 and Poisson's ratio at 0, the shear
# modulus is 5e5 (G=E/2/(1+nu)). Therefore, for the mechanical strain,
#
# stress xx = 1e6 * 1e-6 = 1
# stress yy = 1e6 * 2e-6 = 2
# stress zz = 1e6 * 3e-6 = 3
# stress xy = 2 * 5e5 * 1e-6 / 2 = 0.5
# (2 * G * gamma_xy / 2 = 2 * G * epsilon_xy)
# stress yz = 2 * 5e5 * 2e-6 / 2 = 1
# stress zx = 2 * 5e5 * 3e-6 / 2 = 1.5
# However, we must also consider the thermal strain.
# The temperature moves 100 degrees, and the coefficient of thermal
# expansion is 1e-8. Therefore, the thermal strain (and the displacement
# since this is a unit cube) is 1e-6.
# Therefore, the overall effect is (at time 1, with a 50 degree delta):
#
# stress xx = 1e6 * (1e-6-0.5e-6) = 0.5
# stress yy = 1e6 * (2e-6-0.5e-6) = 1.5
# stress zz = 1e6 * (3e-6-0.5e-6) = 2.5
# stress xy = 2 * 5e5 * 1e-6 / 2 = 0.5
# (2 * G * gamma_xy / 2 = 2 * G * epsilon_xy)
# stress yz = 2 * 5e5 * 2e-6 / 2 = 1
# stress zx = 2 * 5e5 * 3e-6 / 2 = 1.5
#
# At time 2:
#
# stress xx = 1e6 * (1e-6-1e-6) = 0
# stress yy = 1e6 * (2e-6-1e-6) = 1
# stress zz = 1e6 * (3e-6-1e-6) = 2
# stress xy = 2 * 5e5 * 1e-6 / 2 = 0.5
# (2 * G * gamma_xy / 2 = 2 * G * epsilon_xy)
# stress yz = 2 * 5e5 * 2e-6 / 2 = 1
# stress zx = 2 * 5e5 * 3e-6 / 2 = 1.5
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
temperature = temp
[]
[Mesh]
file = elastic_thermal_patch_test.e
[]
[Functions]
[./rampConstant1]
type = PiecewiseLinear
x = '0. 1. 2.'
y = '0. 1. 1.'
scale_factor = 1e-6
[../]
[./rampConstant2]
type = PiecewiseLinear
x = '0. 1. 2.'
y = '0. 1. 1.'
scale_factor = 2e-6
[../]
[./rampConstant3]
type = PiecewiseLinear
x = '0. 1. 2.'
y = '0. 1. 1.'
scale_factor = 3e-6
[../]
[./rampConstant4]
type = PiecewiseLinear
x = '0. 1. 2.'
y = '0. 1. 1.'
scale_factor = 4e-6
[../]
[./rampConstant6]
type = PiecewiseLinear
x = '0. 1. 2.'
y = '0. 1. 1.'
scale_factor = 6e-6
[../]
[./tempFunc]
type = PiecewiseLinear
x = '0. 2.'
y = '117.56 217.56'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 117.56
[../]
[]
[Modules/TensorMechanics/Master/All]
add_variables = true
strain = FINITE
eigenstrain_names = eigenstrain
generate_output = 'stress_xx stress_yy stress_zz stress_xy stress_yz stress_zx'
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./node1_x]
type = DirichletBC
variable = disp_x
boundary = 1
value = 0.0
[../]
[./node1_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 1
function = rampConstant2
[../]
[./node1_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 1
function = rampConstant3
[../]
[./node2_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 2
function = rampConstant1
[../]
[./node2_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 2
function = rampConstant2
[../]
[./node2_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 2
function = rampConstant6
[../]
[./node3_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 3
function = rampConstant1
[../]
[./node3_y]
type = DirichletBC
variable = disp_y
boundary = 3
value = 0.0
[../]
[./node3_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 3
function = rampConstant3
[../]
[./node4_x]
type = DirichletBC
variable = disp_x
boundary = 4
value = 0.0
[../]
[./node4_y]
type = DirichletBC
variable = disp_y
boundary = 4
value = 0.0
[../]
[./node4_z]
type = DirichletBC
variable = disp_z
boundary = 4
value = 0.0
[../]
[./node5_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 5
function = rampConstant1
[../]
[./node5_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 5
function = rampConstant4
[../]
[./node5_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 5
function = rampConstant3
[../]
[./node6_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 6
function = rampConstant2
[../]
[./node6_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 6
function = rampConstant4
[../]
[./node6_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 6
function = rampConstant6
[../]
[./node7_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 7
function = rampConstant2
[../]
[./node7_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 7
function = rampConstant2
[../]
[./node7_z]
type = FunctionDirichletBC
variable = disp_z
boundary = 7
function = rampConstant3
[../]
[./node8_x]
type = FunctionDirichletBC
variable = disp_x
boundary = 8
function = rampConstant1
[../]
[./node8_y]
type = FunctionDirichletBC
variable = disp_y
boundary = 8
function = rampConstant2
[../]
[./node8_z]
type = DirichletBC
variable = disp_z
boundary = 8
value = 0.0
[../]
[./temp]
type = FunctionDirichletBC
variable = temp
boundary = '10 12'
function = tempFunc
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
bulk_modulus = 0.333333333333333e6
shear_modulus = 0.5e6
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 117.56
thermal_expansion_coeff = 1e-8
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./heat]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
nl_rel_tol = 1e-12
l_max_its = 20
start_time = 0.0
dt = 1.0
num_steps = 2
end_time = 2.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/restart-transient-from-ss-with-stateful/master_ss.i)
[Mesh]
[gen]
type = GeneratedMeshGenerator
nx = 8
ny = 8
xmin = -82.627
xmax = 82.627
ymin = -82.627
ymax = 82.627
dim = 2
[]
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 500
[../]
[]
[AuxVariables]
[./power]
order = FIRST
family = L2_LAGRANGE
initial_condition = 350
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_source_fuel]
type = CoupledForce
variable = temp
v = 'power'
[../]
[]
[BCs]
[./all]
type = DirichletBC
variable = temp
boundary = 'bottom top left right'
value = 300
[../]
[]
[Materials]
[./heat_material]
type = HeatConductionMaterial
temp = temp
specific_heat = 1000
thermal_conductivity = 500
[../]
[./density]
type = Density
density = 2000
[../]
[]
[Postprocessors]
[./avg_temp]
type = ElementAverageValue
variable = temp
execute_on = 'initial timestep_end'
[../]
[./avg_power]
type = ElementAverageValue
variable = power
[../]
[]
[Executioner]
type = Steady
petsc_options_iname = '-pc_type -pc_hypre_type -ksp_gmres_restart'
petsc_options_value = 'hypre boomeramg 300'
line_search = 'none'
l_tol = 1e-05
nl_rel_tol = 1e-12
nl_abs_tol = 1e-9
l_max_its = 50
nl_max_its = 25
[]
[Outputs]
perf_graph = true
color = true
csv = true
exodus = true
[checkpoint]
type = Checkpoint
num_files = 2
additional_execute_on = 'FINAL' # seems to be a necessary to avoid a Checkpoint bug
[]
[]
[MultiApps]
[./bison]
type = FullSolveMultiApp
positions = '0 0 0'
input_files = 'sub_ss.i'
execute_on = 'timestep_end'
[../]
[]
[Transfers]
[./to_bison_mechanics]
type = MultiAppProjectionTransfer
direction = to_multiapp
multi_app = bison
variable = temp
source_variable = temp
execute_on = 'timestep_end'
[../]
[]
(modules/combined/test/tests/adaptive_timestepping/adapt_tstep_function_change_restart1.i)
# This is a test designed to evaluate the cabability of the
# IterationAdaptiveDT TimeStepper to adjust time step size according to
# a function. For example, if the power input function for a BISON
# simulation rapidly increases or decreases, the IterationAdaptiveDT
# TimeStepper should take time steps small enough to capture the
# oscillation.
[GlobalParams]
order = FIRST
family = LAGRANGE
block = 1
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
file = 1hex8_10mm_cube.e
[]
[Functions]
[./Fiss_Function]
type = PiecewiseLinear
x = '0 1e6 2e6 2.001e6 2.002e6'
y = '0 3e8 3e8 12e8 0'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 300.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
incremental = true
volumetric_locking_correction = true
eigenstrain_names = thermal_expansion
decomposition_method = EigenSolution
add_variables = true
generate_output = 'vonmises_stress'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[./heat_source]
type = HeatSource
variable = temp
value = 1.0
function = Fiss_Function
[../]
[]
[BCs]
[./bottom_temp]
type = DirichletBC
variable = temp
boundary = 1
value = 300
[../]
[./top_bottom_disp_x]
type = DirichletBC
variable = disp_x
boundary = '1'
value = 0
[../]
[./top_bottom_disp_y]
type = DirichletBC
variable = disp_y
boundary = '1'
value = 0
[../]
[./top_bottom_disp_z]
type = DirichletBC
variable = disp_z
boundary = '1'
value = 0
[../]
[]
[Materials]
[./thermal]
type = HeatConductionMaterial
temp = temp
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 300e6
poissons_ratio = .3
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./thermal_expansion]
type = ComputeThermalExpansionEigenstrain
thermal_expansion_coeff = 5e-6
stress_free_temperature = 300.0
temperature = temp
eigenstrain_name = thermal_expansion
[../]
[./density]
type = Density
density = 10963.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
verbose = true
nl_abs_tol = 1e-10
start_time = 0.0
num_steps = 65
end_time = 2.002e6
[./TimeStepper]
type = IterationAdaptiveDT
timestep_limiting_function = Fiss_Function
max_function_change = 3e7
dt = 1e6
[../]
[]
[Postprocessors]
[./Temperature_of_Block]
type = ElementAverageValue
variable = temp
execute_on = 'initial timestep_end'
[../]
[./vonMises]
type = ElementAverageValue
variable = vonmises_stress
execute_on = 'initial timestep_end'
[../]
[]
[Outputs]
[./out]
type = Exodus
elemental_as_nodal = true
[../]
[./console]
type = Console
max_rows = 10
[../]
[./checkpoint]
type = Checkpoint
num_files = 1
[../]
[]
(modules/combined/test/tests/gravity/gravity_rz.i)
# Gravity Test
#
# This test is designed to exercise the gravity body force rz kernel.
#
# The mesh for this problem is a rectangle 10 units by 1 unit.
#
# The boundary conditions for this problem are as follows. The
# displacement is zero at the top. The acceleration of gravity is 20.
#
# The material has a Young's modulus of 1e6 and a density of 2.
#
# The analytic solution for the displacement along the bar is:
#
# u(y) = -b*y^2/(2*E)+b*L*y/E
#
# The displacement at y=L is b*L^2/(2*E) = 2*20*10*10/(2*1e6) = 0.002.
#
# The analytic solution for the stress along the bar assuming linear
# elasticity is:
#
# S(y) = b*(L-y)
#
# The stress at x=0 is b*L = 2*20*10 = 400.
#
# Note: The simulation does not measure stress at y=0. The stress
# is reported at element centers. The element closest to y=0 sits
# at y = 1/4 and has a stress of 390. This matches the linear
# stress distribution that is expected. The same situation applies
# at y = L where the stress is zero analytically. The nearest
# element is at y=9.75 where the stress is 10.
#
[GlobalParams]
displacements = 'disp_x disp_y'
[]
[Problem]
coord_type = RZ
[]
[Mesh]
file = gravity_rz_test.e
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[]
[Modules/TensorMechanics/Master/All]
volumetric_locking_correction = true
strain = FINITE
add_variables = true
generate_output = 'stress_xx stress_yy stress_xy'
[]
[Kernels]
[./gravity]
type = Gravity
variable = disp_y
value = 20
[../]
[]
[BCs]
[./no_y]
type = DirichletBC
variable = disp_y
boundary = 2
value = 0.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
shear_modulus = 0.5e6
lambda = 0.0
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./density]
type = Density
density = 2
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
end_time = 1.0
[]
[Outputs]
file_base = gravity_rz_out
[./exodus]
type = Exodus
elemental_as_nodal = true
[../]
[]
(modules/combined/test/tests/gap_heat_transfer_convex/gap_heat_transfer_convex_gap_offsets.i)
#The two blocks were moved apart by the value of 0.005 in the y-direction, respectively.
#This value was compensated by the gap offsets from both secondary and primary sides
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
temperature = temp
[]
[Mesh]
file = gap_heat_transfer_convex_gap_offsets.e
[]
[Functions]
[./disp]
type = PiecewiseLinear
x = '0 2.0'
y = '0 1.0'
[../]
[./temp]
type = PiecewiseLinear
x = '0 1'
y = '200 200'
[../]
[]
[Variables]
[./disp_x]
[../]
[./disp_y]
[../]
[./disp_z]
[../]
[./temp]
initial_condition = 100
[../]
[]
[AuxVariables]
[./primary_gap_offset]
[../]
[./secondary_gap_offset]
[../]
[./mapped_primary_gap_offset]
[../]
[]
[AuxKernels]
[./primary_gap_offset]
type = ConstantAux
variable = primary_gap_offset
value = -0.005
boundary = 2
[../]
[./mapped_primary_gap_offset]
type = GapValueAux
variable = mapped_primary_gap_offset
paired_variable = primary_gap_offset
boundary = 3
paired_boundary = 2
[../]
[./secondary_gap_offset]
type = ConstantAux
variable = secondary_gap_offset
value = -0.005
boundary = 3
[../]
[]
[ThermalContact]
[./thermal_contact]
type = GapHeatTransfer
variable = temp
primary = 2
secondary = 3
emissivity_primary = 0
emissivity_secondary = 0
secondary_gap_offset = secondary_gap_offset
mapped_primary_gap_offset = mapped_primary_gap_offset
[../]
[]
[Modules/TensorMechanics/Master/All]
volumetric_locking_correction = true
strain = FINITE
eigenstrain_names = eigenstrain
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[]
[BCs]
[./move_right]
type = FunctionDirichletBC
boundary = '3'
variable = disp_x
function = disp
[../]
[./fixed_x]
type = DirichletBC
boundary = '1'
variable = disp_x
value = 0
[../]
[./fixed_y]
type = DirichletBC
boundary = '1 2 3 4'
variable = disp_y
value = 0
[../]
[./fixed_z]
type = DirichletBC
boundary = '1 2 3 4'
variable = disp_z
value = 0
[../]
[./temp_bottom]
type = FunctionDirichletBC
boundary = 1
variable = temp
function = temp
[../]
[./temp_top]
type = DirichletBC
boundary = 4
variable = temp
value = 100
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
block = '1 2'
youngs_modulus = 1e6
poissons_ratio = 0.3
[../]
[./thermal_strain]
type = ComputeThermalExpansionEigenstrain
stress_free_temperature = 100
thermal_expansion_coeff = 0
eigenstrain_name = eigenstrain
[../]
[./stress]
type = ComputeFiniteStrainElasticStress
[../]
[./heat1]
type = HeatConductionMaterial
block = 1
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./heat2]
type = HeatConductionMaterial
block = 2
specific_heat = 1.0
thermal_conductivity = 1.0
[../]
[./density]
type = Density
block = '1 2'
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
start_time = 0.0
dt = 0.1
end_time = 2.0
[]
[Outputs]
exodus = true
[]
(modules/combined/test/tests/power_law_creep/power_law_creep_restart2.i)
# 1x1x1 unit cube with uniform pressure on top face
[GlobalParams]
displacements = 'disp_x disp_y disp_z'
[]
[Mesh]
type = GeneratedMesh
dim = 3
nx = 1
ny = 1
nz = 1
[]
[Variables]
[./temp]
order = FIRST
family = LAGRANGE
initial_condition = 1000.0
[../]
[]
[Modules/TensorMechanics/Master]
[./all]
strain = FINITE
incremental = true
add_variables = true
generate_output = 'stress_yy creep_strain_xx creep_strain_yy creep_strain_zz elastic_strain_yy'
[../]
[]
[Functions]
[./top_pull]
type = PiecewiseLinear
x = '0 1'
y = '1 1'
[../]
[]
[Kernels]
[./heat]
type = HeatConduction
variable = temp
[../]
[./heat_ie]
type = HeatConductionTimeDerivative
variable = temp
[../]
[]
[BCs]
[./u_top_pull]
type = Pressure
variable = disp_y
component = 1
boundary = top
factor = -10.0e6
function = top_pull
[../]
[./u_bottom_fix]
type = DirichletBC
variable = disp_y
boundary = bottom
value = 0.0
[../]
[./u_yz_fix]
type = DirichletBC
variable = disp_x
boundary = left
value = 0.0
[../]
[./u_xy_fix]
type = DirichletBC
variable = disp_z
boundary = back
value = 0.0
[../]
[./temp_fix]
type = DirichletBC
variable = temp
boundary = 'bottom top'
value = 1000.0
[../]
[]
[Materials]
[./elasticity_tensor]
type = ComputeIsotropicElasticityTensor
youngs_modulus = 2e11
poissons_ratio = 0.3
[../]
[./radial_return_stress]
type = ComputeMultipleInelasticStress
inelastic_models = 'power_law_creep'
tangent_operator = elastic
[../]
[./power_law_creep]
type = PowerLawCreepStressUpdate
coefficient = 1.0e-15
n_exponent = 4
activation_energy = 3.0e5
temperature = temp
[../]
[./thermal]
type = HeatConductionMaterial
specific_heat = 1.0
thermal_conductivity = 100.
[../]
[./density]
type = Density
density = 1.0
[../]
[]
[Executioner]
type = Transient
solve_type = 'PJFNK'
petsc_options = '-snes_ksp'
petsc_options_iname = '-ksp_gmres_restart'
petsc_options_value = '101'
line_search = 'none'
l_max_its = 20
nl_max_its = 20
nl_rel_tol = 1e-6
nl_abs_tol = 1e-6
l_tol = 1e-5
start_time = 0.6
end_time = 1.0
num_steps = 12
dt = 0.1
[]
[Outputs]
file_base = power_law_creep_out
exodus = true
[]
[Problem]
restart_file_base = power_law_creep_restart1_out_cp/0006
[]