Mastodon Outputs Action

Create required objects for requested output.

Description

The Mastodon Outputs action creates the required objects for creating MASTODON simulation outputs. Currently this action provides the option to create the stress and strain AuxVariables and AuxKernels automatically if the user needs stress and strain outputs from the simulation. The Mastodon Outputs action is created by the Outputs sub block of the Mastodon block as shown in the example input file below.

note

The Mastodon Outputs action is under development and more functionality will be added in the future.

Constructed MooseObjects

Table 1 below lists all the objects created by the input parameters in the Mastodon/Outputs block.

Table 1: List of objects created by the Mastodon/Outputs block

Functionality	Replaced Classes	Associated Parameters
Stress AuxVariables	`AuxVariable`	Created when `stress_strain_output` = `true`
Strain AuxVariables	`AuxVariable`	Created when `stress_strain_output` = `true`
Stress AuxKernels	`RankTwoAux`	Created when `stress_strain_output` = `true`
Strain AuxKernels	`RankTwoAux`	Created when `stress_strain_output` = `true`

Example Input File Syntax

[Mastodon<<<{"href": "../index.html"}>>>]
  [./Outputs<<<{"href": "index.html"}>>>]
    stress_strain_output<<<{"description": "true, if stress and strain output is required."}>>> = true
  [../]
[]

Input Parameters

active__all__ If specified only the blocks named will be visited and made active
Default:__all__
C++ Type:std::vector<std::string>
Controllable:No
Description:If specified only the blocks named will be visited and made active
inactiveIf specified blocks matching these identifiers will be skipped.
C++ Type:std::vector<std::string>
Controllable:No
Description:If specified blocks matching these identifiers will be skipped.
stress_strain_outputFalsetrue, if stress and strain output is required.
Default:False
C++ Type:bool
Controllable:No
Description:true, if stress and strain output is required.

Optional Parameters

control_tagsAdds user-defined labels for accessing object parameters via control logic.
C++ Type:std::vector<std::string>
Controllable:No
Description:Adds user-defined labels for accessing object parameters via control logic.

Advanced Parameters

(test/tests/mastodonblock/outputs/stress_strain_output.i)

# One element model to test Mastodon Actions. Periodic boundary conditions are
# applied and an acceleration is prescribed at the bottom surface.

[Mesh]
  type = GeneratedMesh # Can generate simple lines, rectangles and rectangular prisms
  dim = 3 # Dimension of the mesh
  nx = 1 # Number of elements in the x direction
  ny = 1 # Number of elements in the y direction
  nz = 1 # Number of elements in the z direction
  xmin = 0.0
  xmax = 1
  ymin = 0.0
  ymax = 1
  zmin = 0.0
  zmax = 1
[]

[Mastodon]
  [./Outputs]
    stress_strain_output = true
  [../]
[]

[Variables]
  [./disp_x]
  [../]
  [./disp_y]
  [../]
  [./disp_z]
  [../]
[]

[AuxVariables]
  inactive = 'stress_xx stress_yy stress_xy stress_zz stress_zx stress_yz strain_xx strain_yy strain_xy strain_zz strain_zx strain_yz'
  [./vel_x]
  [../]
  [./accel_x]
  [../]
  [./vel_y]
  [../]
  [./accel_y]
  [../]
  [./vel_z]
  [../]
  [./accel_z]
  [../]
  [./stress_xy]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./stress_yz]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./stress_zx]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_xy]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_yz]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_zx]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./stress_xx]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./stress_yy]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./stress_zz]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_xx]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_yy]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./strain_zz]
    order = CONSTANT
    family = MONOMIAL
  [../]
  [./layer_id]
    order = CONSTANT
    family = MONOMIAL
  [../]
[]

[Kernels]
  [./DynamicTensorMechanics]
    displacements = 'disp_x disp_y disp_z'
  [../]
  [./inertia_x]
    type = InertialForce
    variable = disp_x
    velocity = vel_x
    acceleration = accel_x
    beta = 0.25
    gamma = 0.5
    use_displaced_mesh = false
  [../]
  [./inertia_y]
    type = InertialForce
    variable = disp_y
    velocity = vel_y
    acceleration = accel_y
    beta = 0.25
    gamma = 0.5
    use_displaced_mesh = false
  [../]
  [./inertia_z]
    type = InertialForce
    variable = disp_z
    velocity = vel_z
    acceleration = accel_z
    beta = 0.25
    gamma = 0.5
    use_displaced_mesh = false
  [../]
[]

[AuxKernels]
  inactive = 'stress_xx stress_yy stress_xy stress_zz stress_zx stress_yz strain_xx strain_yy strain_xy strain_zz strain_zx strain_yz'
  [./accel_x]
    type = NewmarkAccelAux
    variable = accel_x
    displacement = disp_x
    velocity = vel_x
    beta = 0.25
    execute_on = timestep_end
  [../]
  [./vel_x]
    type = NewmarkVelAux
    variable = vel_x
    acceleration = accel_x
    gamma = 0.5
    execute_on = timestep_end
  [../]
  [./accel_y]
    type = NewmarkAccelAux
    variable = accel_y
    displacement = disp_y
    velocity = vel_y
    beta = 0.25
    execute_on = timestep_end
  [../]
  [./vel_y]
    type = NewmarkVelAux
    variable = vel_y
    acceleration = accel_y
    gamma = 0.5
    execute_on = timestep_end
  [../]
  [./accel_z]
    type = NewmarkAccelAux
    variable = accel_z
    displacement = disp_z
    velocity = vel_z
    beta = 0.25
    execute_on = timestep_end
  [../]
  [./vel_z]
    type = NewmarkVelAux
    variable = vel_z
    acceleration = accel_z
    gamma = 0.5
    execute_on = timestep_end
  [../]
  [./stress_xy]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_xy
    index_i = 1
    index_j = 0
  [../]
  [./stress_yz]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_yz
    index_i = 2
    index_j = 1
  [../]
  [./stress_zx]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_zx
    index_i = 0
    index_j = 2
  [../]
  [./strain_xy]
    type = RankTwoAux
    rank_two_tensor = total_strain
    variable = stress_xy
    index_i = 1
    index_j = 0
  [../]
  [./strain_yz]
    type = RankTwoAux
    rank_two_tensor = total_strain
    variable = strain_yz
    index_i = 2
    index_j = 1
  [../]
  [./strain_zx]
    type = RankTwoAux
    rank_two_tensor = total_strain
    variable = strain_zx
    index_i = 0
    index_j = 2
  [../]
  [./stress_xx]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_xx
    index_i = 0
    index_j = 0
  [../]
  [./stress_yy]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_yy
    index_i = 1
    index_j = 1
  [../]
  [./stress_zz]
    type = RankTwoAux
    rank_two_tensor = stress
    variable = stress_zz
    index_i = 2
    index_j = 2
  [../]
  [./strain_xx]
    type = RankTwoAux
    rank_two_tensor = total_strain
    variable = strain_xx
    index_i = 0
    index_j = 0
  [../]
  [./strain_yy]
    type = RankTwoAux
    rank_two_tensor =total_strain
    variable = strain_yy
    index_i = 1
    index_j = 1
  [../]
  [./strain_zz]
    type = RankTwoAux
    rank_two_tensor = total_strain
    variable = strain_zz
    index_i = 2
    index_j = 2
  [../]
  [./layer]
    type = UniformLayerAuxKernel
    variable = layer_id
    interfaces = '2.0'
    direction = '0 0 1'
    execute_on = initial
  [../]
[]

[BCs]
  [./x_bot]
    type = PresetAcceleration
    boundary = 0
    function = accel_bottom_x
    variable = disp_x
    beta = 0.25
    acceleration = accel_x
    velocity = vel_x
  [../]
  [./y_bot]
    type = PresetAcceleration
    boundary = 0
    function = accel_bottom_y
    variable = disp_y
    beta = 0.25
    acceleration = accel_y
    velocity = vel_y
  [../]
  [./z_bot]
    type = DirichletBC
    variable = disp_z
    boundary = 0
    value = 0.0
  [../]
  [./Periodic]
    [./x_dir]
      variable = 'disp_x disp_y disp_z'
      primary = '4'
      secondary = '2'
      translation = '1.0 0.0 0.0'
    [../]
    [./y_dir]
      variable = 'disp_x disp_y disp_z'
      primary = '1'
      secondary = '3'
      translation = '0.0 1.0 0.0'
    [../]
  [../]
[]

[Functions]
  [./accel_bottom_x]
    type = PiecewiseLinear
    data_file = 'accel.csv'
    format = columns
    scale_factor = 1.0
  [../]
  [./accel_bottom_y]
    type = PiecewiseLinear
    data_file = 'accel.csv'
    format = columns
    scale_factor = 2.0
  [../]
[]

[Materials]
  [./Elasticity_tensor_1]
    type = ComputeIsotropicElasticityTensorSoil
    block = 0
    layer_variable = layer_id
    layer_ids = '0'
    shear_modulus = '1.0e+2'
    poissons_ratio = '0.2'
    density = '1.0'
  [../]
  [./strain_1]
    type = ComputeSmallStrain
    block = 0
    displacements = 'disp_x disp_y disp_z'
  [../]
  [./stress_1]
    type = ComputeLinearElasticStress
    block = 0
  [../]
[]

[Preconditioning]
  [./andy]
    type = SMP
    full = true
  [../]
[]

[Executioner]
  type = Transient
  solve_type = PJFNK
  nl_abs_tol = 1e-11
  nl_rel_tol = 1e-11
  start_time = 32
  end_time = 33
  dt = 0.01
  timestep_tolerance = 1e-6
  petsc_options = '-snes_ksp_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'
[]

[Postprocessors]
  [./_dt]
    type = TimestepSize
  [../]
  [./disp_6x]
    type = NodalVariableValue
    nodeid = 6
    variable = disp_x
  [../]
  [./disp_6y]
    type = NodalVariableValue
    nodeid = 6
    variable = disp_y
  [../]
  [./disp_6z]
    type = NodalVariableValue
    nodeid = 6
    variable = disp_z
  [../]
  [./vel_6x]
    type = NodalVariableValue
    nodeid = 6
    variable = vel_x
  [../]
  [./vel_6y]
    type = NodalVariableValue
    nodeid = 6
    variable = vel_y
  [../]
  [./vel_6z]
    type = NodalVariableValue
    nodeid = 6
    variable = vel_z
  [../]
  [./accel_6x]
    type = NodalVariableValue
    nodeid = 6
    variable = accel_x
  [../]
  [./accel_6y]
    type = NodalVariableValue
    nodeid = 6
    variable = accel_y
  [../]
  [./accel_6z]
    type = NodalVariableValue
    nodeid = 6
    variable = accel_z
  [../]
  [./stress_xy_el]
    type = ElementalVariableValue
    variable = stress_xy
    elementid = 0
  [../]
  [./stress_yz_el]
    type = ElementalVariableValue
    variable = stress_yz
    elementid = 0
  [../]
  [./stress_zx_el]
    type = ElementalVariableValue
    variable = stress_zx
    elementid = 0
  [../]
  [./strain_xy_el]
    type = ElementalVariableValue
    variable = strain_xy
    elementid = 0
  [../]
  [./strain_yz_el]
    type = ElementalVariableValue
    variable = strain_yz
    elementid = 0
  [../]
  [./strain_zx_el]
    type = ElementalVariableValue
    variable = strain_zx
    elementid = 0
  [../]
  [./stress_xx_el]
    type = ElementalVariableValue
    variable = stress_xx
    elementid = 0
  [../]
  [./stress_yy_el]
    type = ElementalVariableValue
    variable = stress_yy
    elementid = 0
  [../]
  [./stress_zz_el]
    type = ElementalVariableValue
    variable = stress_zz
    elementid = 0
  [../]
  [./strain_xx_el]
    type = ElementalVariableValue
    variable = strain_xx
    elementid = 0
  [../]
  [./strain_yy_el]
    type = ElementalVariableValue
    variable = strain_yy
    elementid = 0
  [../]
  [./strain_zz_el]
    type = ElementalVariableValue
    variable = strain_zz
    elementid = 0
  [../]
[]

[Outputs]
  exodus = true
  csv = true
  perf_graph = false
[]

Description
Constructed MooseObjects
Example Input File Syntax
Input Parameters

Usage

Development

Demonstration