Inclined No Displacement Boundary Condition Action System

/opt/civet/build_0/moose/modules/tensor_mechanics/test/tests/inclined_bc/inclined_bc_action.i

[GlobalParams]
  displacements = 'disp_x disp_y disp_z'
[]

[Mesh]
  [generated_mesh]
    type = GeneratedMeshGenerator
    dim = 3
    nx = 2
    ny = 4
    nz = 2
    xmin = 0.0
    xmax = 1.0
    ymin = 0.0
    ymax = 2.0
    zmin = 0.0
    zmax = 1.0
    elem_type = HEX8
  []
  [rotate]
    type = TransformGenerator
    transform = ROTATE
    vector_value = '0 -20 -60'
    input = generated_mesh
  []
[]

[Modules/TensorMechanics/Master/All]
  strain = FINITE
  add_variables = true
[]

[BCs]
  [./Pressure]
    [./top]
      boundary = top
      function = '-1000*t'
    [../]
  [../]
  [./InclinedNoDisplacementBC]
    [./right]
      boundary = right
      penalty = 1.0e8
      displacements = 'disp_x disp_y disp_z'
    [../]
    [./bottom]
      boundary = bottom
      penalty = 1.0e8
      displacements = 'disp_x disp_y disp_z'
    [../]
    [./back]
      boundary = back
      penalty = 1.0e8
      displacements = 'disp_x disp_y disp_z'
    [../]
  [../]
[]

[Materials]
  [./elasticity_tensor]
    type = ComputeIsotropicElasticityTensor
    youngs_modulus = 1e6
    poissons_ratio = 0.3
  [../]
  [./stress]
    type = ComputeFiniteStrainElasticStress
  [../]
[]

[Executioner]
  type = Transient

  solve_type = 'PJFNK'

  petsc_options_iname = '-pc_type -pc_factor_mat_solver_package'
  petsc_options_value = 'lu     superlu_dist'

  # controls for linear iterations
  l_max_its = 10
  l_tol = 1e-4

  # controls for nonlinear iterations
  nl_max_its = 100
  nl_rel_tol = 1e-12
  nl_abs_tol = 1e-12

  # time control
  start_time = 0.0
  dt = 1
  end_time = 5
[]

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

[Outputs]
  file_base = 'inclined_bc_3d_out'
  exodus = true
[]