Tensor Mechanics Failure Analysis Report

[./1d_finite_rz_coord_axis_error]
  type = 'RunException'
  prereq = axisymmetric_gps_finite
  input = 'axisymm_gps_finite.i'
  cli_args = 'Problem/rz_coord_axis=X'
  expect_err = 'rz_coord_axis=Y is the only supported option for StressDivergenceRZTensors'
  design = 'source/materials/ComputeAxisymmetric1DFiniteStrain.md'
  requirement = 'The StressDivergenceRZTensors class shall generate an error if used with Problem/rz_coord_axis set to anything other than Y'
[../]

[error_unrestricted]
  type = RunException
  input = 'two_block.i'
  expect_err = 'No TensorMechanics/Master action can be block unrestricted if more than one TensorMechanics/Master action is specified.'
  prereq = 'two_block'
  design = 'syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The TensorMechanics MasterAction shall error if an input file does not specify block restrictions for the MasterAction in input files with more than one instance of the MasterAction block.'
[]

[error_overlapping]
  type = RunException
  input = 'two_block.i'
  cli_args = 'Modules/TensorMechanics/Master/block1/block=2'
  expect_err = 'The block restrictions in the TensorMechanics/Master actions must be non-overlapping.'
  prereq = 'error_unrestricted'
  design = 'syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The TensorMechanics MasterAction shall error if an input file specifies overlapping block restrictions for the MasterAction in input files with more than one instance of the MasterAction block.'
[]

[no_block]
  type = RunException
  input = 'no_block.i'
  cli_args = '--error'
  expect_err = 'Common parameters are supplied, but not used in'
  design = 'syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The TensorMechanics MasterAction shall warn if global Master action parameters are supplied but no Master action subblock have been added.'
[]

[error_coord]
  type = RunException
  input = 'two_coord.i'
  cli_args = 'Modules/TensorMechanics/Master/active=error'
  expect_err = 'The TensorMechanics action requires all subdomains to have the same coordinate system.'
  prereq = 'two_coord'
  design = 'syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The TensorMechanics MasterAction shall error if an input file assigns the same TensorMechanics MasterAction block to mesh blocks with different coordinate systems.'
[]

[material_output_order_error1]
  type = RunException
  input = 'material_output_order.i'
  cli_args = "Modules/TensorMechanics/Master/material_output_family='LAGRANGE MONOMIAL'"
  expect_err = 'The number of families assigned to material outputs must be: 0 to be assigned MONOMIAL; 1 to assign all outputs the same value, or the same size as the number of generate outputs listed.'
  prereq = 'material_output_order_empty'
  design = 'syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The TensorMechanics MasterAction shall error if an the material outputs and or families do not match the number of material outputs.'
[]

[./error_unrestricted]
  type = RunException
  input = 'two_block.i'
  expect_err = 'No TensorMechanics/Master action can be block unrestricted if more than one TensorMechanics/Master action is specified.'
  prereq = 'two_block'
  requirement = 'The TensorMechanics MasterAction shall error if an input file does not specify block restrictions for the MasterAction in input files with more than one instance of the MasterAction block.'
[../]

[./error_overlapping]
  type = RunException
  input = 'two_block.i'
  cli_args = 'Modules/TensorMechanics/Master/block1/block=2'
  expect_err = 'The block restrictions in the TensorMechanics/Master actions must be non-overlapping.'
  prereq = 'error_unrestricted'
  requirement = 'The TensorMechanics MasterAction shall error if an input file specifies overlapping block restrictions for the MasterAction in input files with more than one instance of the MasterAction block.'
[../]

[./error_coord]
  type = RunException
  input = 'two_coord.i'
  cli_args = 'Modules/TensorMechanics/Master/active=error'
  expect_err = 'The TensorMechanics action requires all subdomains to have the same coordinate system.'
  prereq = 'two_coord'
  requirement = 'The TensorMechanics MasterAction shall error if an input file assigns the same TensorMechanics MasterAction block to mesh blocks with different coordinate systems.'
[../]

[zero]
  type = CSVDiff
  input = 'negative_porosity.i'
  csvdiff = 'negative_porosity_zero_out.csv'
  cli_args = 'Outputs/file_base=negative_porosity_zero_out Materials/lps/negative_behavior=ZERO'
  detail = 'by setting the porosity to zero.'
[]

[initial]
  type = CSVDiff
  input = 'negative_porosity.i'
  csvdiff = 'negative_porosity_initial_out.csv'
  cli_args = 'Outputs/file_base=negative_porosity_initial_out Materials/lps/negative_behavior=INITIAL_CONDITION'
  detail = 'by setting the porosity to the initial condition.'
[]

[exception]
  type = RunException
  input = 'negative_porosity.i'
  expect_err = 'porosity is negative'
  cli_args = 'Materials/lps/negative_behavior=EXCEPTION'
  detail = 'by throwing an exception.'
[]

[./beam_action_test1]
  type = 'RunException'
  input = 'beam_action_chk.i'
  expect_err = 'LineElementAction: A vector of displacement variable names should be provided as'

  requirement = "The LineElementAction class shall produce an error when the displacement variables are not provided by the user."
[../]

[./beam_action_test2]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x"
    Modules/TensorMechanics/LineElementMaster/block_1/use_displaced_mesh=true Modules/TensorMechanics/LineElementMaster/block_1/strain_type=small Modules/TensorMechanics/LineElementMaster/block_1/rotation_type=small'
  expect_err = 'LineElementAction: Wrong combination of `use_displaced_mesh`, `strain_type` and `rotation_type`.'

  requirement = "The LineElementAction class shall produce an error if the user provided inputs for `strain_type`, `rotation_type` and `use_displaced_mesh` parameters are not compatible."
[../]

[./beam_action_test3]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/save_in="res_x res_y"'
  expect_err = 'LineElementAction: Number of save_in variables should equal to the number of displacement variables'

  requirement = "The LineElementAction class shall produce an error if the number of variables listed in the `save_in` parameter differs from the number of displacement variables."
[../]

[./beam_action_test4]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/diag_save_in="res_x res_y"'
  expect_err = 'LineElementAction: Number of diag_save_in variables should equal to the number of displacement variables'

  requirement = "The LineElementAction class shall produce an error if the number of variables listed in the `diag_save_in` parameter differs from the number of displacement variables."
[../]

[./beam_action_test5]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements=""'
  expect_err = 'LineElementAction: Rotational variable names should be provided for beam elements using `rotations` parameter'

  requirement = "The LineElementAction class shall produce an error if the names for the rotational degrees of freedom are not provided by the user."
[../]

[./beam_action_test6]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations=""'
  expect_err = 'LineElementAction: Number of rotational and displacement variable names provided as input for beam should be same.'

  requirement = "The LineElementAction class shall produce an error if the number of rotational variables provided as input differs from the number of displacement variables."
[../]

[./beam_action_test7]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x"'
  expect_err = 'LineElementAction: `y_orientation`, `area`, `Iy` and `Iz` should be provided for'

  requirement = "The LineElementAction class shall produce an error if the moment of inertia, area and orientation of the beam are not provided as input."
[../]

[./beam_action_test8]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0'
  expect_err = 'LineElementAction: Variable names for translational and rotational velocities and accelerations should be provided as input to perform dynamic simulation using beam elements using `velocities`, `accelerations`, `rotational_velocities`'

  requirement = "The LineElementAction class shall produce an error if translational and rotational velocities and accelerations are not provided as input for dynamic simulations using beam elements."
[../]

[./beam_action_test9]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x rot_vel_y"'
  expect_err = 'LineElementAction: Number of translational and rotational velocity and acceleration variable names provided as input for the beam should be same as number of displacement variables'

  requirement = "The LineElementAction class shall produce an error if the number of translational and rotational velocities and accelerations differs from the number of displacement variables."
[../]

[./beam_action_test10]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x"'
  expect_err = 'LineElementAction: Newmark time integration parameters `beta` and `gamma` should be provided as input to perform dynamic simulations using beams.'

  requirement = "The LineElementAction class shall produce an error if Newmark time integration parameters (`beta` and `gamma`) are not provided as input for dynamic simulations using beam elements."
[../]

[./beam_action_test11]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x" Modules/TensorMechanics/LineElementMaster/block_1/beta=0.25'
  expect_err = 'LineElementAction: Either name of the density material property or a constant density value should be provided as input using `density` for creating the consistent mass/inertia matrix required for dynamic beam simulation.'

  requirement = "The LineElementAction class shall produce an error if density is not provided as input for dynamic beam simulations using beams elements with consistent mass/inertia matrix."
[../]

[./beam_action_test12]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x" Modules/TensorMechanics/LineElementMaster/block_1/beta=0.25 Modules/TensorMechanics/LineElementMaster/block_1/density=1.0'
  expect_err = 'LineElementAction: `nodal_mass` or `nodal_mass_file` should be provided as input to calculate inertial forces on beam due to nodal mass.'

  requirement = "The LineElementAction class shall produce an error if nodal mass is not provided as input for dynamic beam simulations using beam elements with nodal mass matrix."
[../]

[./beam_action_test13]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x" Modules/TensorMechanics/LineElementMaster/block_1/beta=0.25 Modules/TensorMechanics/LineElementMaster/block_1/density=1.0 Modules/TensorMechanics/LineElementMaster/block_1/nodal_mass=0.1'
  expect_err = 'LineElementAction: `nodal_Ixx`, `nodal_Iyy`, `nodal_Izz` should be provided as input to calculate inertial torque on beam due to nodal inertia.'

  requirement = "The LineElementAction class shall produce an error if nodal inertia is not provided as input for dynamic beam simulations using beam elements with nodal inertia matrix."
[../]

[./beam_action_test14]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x" Modules/TensorMechanics/LineElementMaster/block_1/beta=0.25 Modules/TensorMechanics/LineElementMaster/block_1/density=1.0 Modules/TensorMechanics/LineElementMaster/block_1/nodal_mass=0.1 Modules/TensorMechanics/LineElementMaster/block_1/nodal_Ixx=0.1 Modules/TensorMechanics/LineElementMaster/block_all/block="1 2"'
  expect_err = 'LineElementAction: The block restrictions in the LineElement actions must be non-overlapping.'

  requirement = "The LineElementAction class shall produce an error if multiple subblocks specify properties for the same mesh block."
[../]

[./beam_action_test15]
  type = 'RunException'
  input = 'beam_action_chk.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/block_1/displacements="disp_x" Modules/TensorMechanics/LineElementMaster/block_1/rotations="rot_x" Modules/TensorMechanics/LineElementMaster/block_1/area=1.0 Modules/TensorMechanics/LineElementMaster/block_1/rotational_velocities="rot_vel_x" Modules/TensorMechanics/LineElementMaster/block_1/beta=0.25 Modules/TensorMechanics/LineElementMaster/block_1/density=1.0 Modules/TensorMechanics/LineElementMaster/block_1/nodal_mass=0.1 Modules/TensorMechanics/LineElementMaster/block_1/nodal_Ixx=0.1'
  expect_err = 'LineElementAction: No LineElement action can be block unrestricted if more than one LineElement action is specified.'

  requirement = "The LineElementAction class shall produce an error if an action subblock is mesh block restricted while another is not."
[../]

[./beam_action_test16]
  type = 'RunException'
  input = '2_block_common.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/dynamic_nodal_translational_inertia=true'
  expect_err = 'LineElementAction: Variable names for translational and rotational velocities and accelerations should be provided as input to perform dynamic simulation using beam elements'

  requirement = "The LineElementAction class shall produce an error if `dynamic_nodal_translational_inertia` is set to true in the common action block but the subblocks do not have the parameters required for a dynamic beam simulation using beam elements."
[../]

[./error_1]
  type = 'RunException'
  input = 'dyn_euler_small.i'
  cli_args = "Kernels/inertial_force_x/rotations='rot_x rot_y' Outputs/csv=false Outputs/exodus=false"
  expect_err = "InertialForceBeam: The number of variables supplied in 'displacements' and 'rotations' must match."

  requirement = "The InertialForceBeam class shall produce an error if the number of variables provided for rotations differs from that provided for displacements."
[../]

[./error_2]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping.i'
  cli_args = "NodalKernels/rot_x_inertial/rotational_velocities='rot_vel_x rot_vel_y' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalRotationalInertia: rotational_velocities and rotational_accelerations should be same size as rotations."
  superlu = true
  requirement = "The NodalRotatioanlInertia class shall produce an error if the number of rotational velocities and accelerations provided as input differ from the number of rotations."
[../]

[./error_3]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping.i'
  cli_args = "NodalKernels/rot_x_inertial/Ixx=1 NodalKernels/rot_x_inertial/Iyy=1 NodalKernels/rot_x_inertial/Izz=1 NodalKernels/rot_x_inertial/Ixy=1 Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalRotationalInertia: The moment of inertia tensor should be positive definite."
  superlu = true
  requirement = "The NodalRotationalInertia class shall produce an error if the user provided nodal inertia is not positive definite."
[../]

[./error_4]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping.i'
  cli_args = "NodalKernels/rot_x_inertial/x_orientation='2 0 0' NodalKernels/rot_x_inertial/y_orientation='0 1 0' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalRotationalInertia: x_orientation and y_orientation must be unit vectors."
  superlu = true
  requirement = "The NodalRotatioanlInertia class shall produce an error if the user provided x and y orientations are not unit vectors."
[../]

[./error_5]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping.i'
  cli_args = "NodalKernels/rot_x_inertial/x_orientation='1 0 0' NodalKernels/rot_x_inertial/y_orientation='1 0 0' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalRotationalInertia: x_orientation and y_orientation should be perpendicular to each other."
  superlu = true
  requirement = "The NodalRotatioanlInertia class shall produce an error if the user provided x and y orientations are not perpendicular to each other."
[../]

[./error_6]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping.i'
  cli_args = "NodalKernels/rot_x_inertial/x_orientation='1 0 0' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalRotationalInertia: Both x_orientation and y_orientation should be provided if x_orientation or y_orientation is different from global x or y direction, respectively."
  superlu = trues
  requirement = "The NodalRotatioanlInertia class shall produce an error if only x or y orientation is provided as input by the user."
[../]

[./error_7]
  type = 'RunException'
  input = 'dyn_euler_small.i'
  cli_args = "Kernels/inertial_force_x/accelerations='accel_x accel_y' Outputs/csv=false Outputs/exodus=false"
  expect_err = "InertialForceBeam: The number of variables supplied in 'velocities', 'accelerations', 'rotational_velocities' and 'rotational_accelerations' must match the number of displacement variables."

  requirement = "The InertialForceBeam class shall produce an error if the number of translational and rotational velocities and accelerations provided as input differ from the number of displacement variables."
[../]

[./error_8]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_file.i'
  cli_args = "NodalKernels/x_inertial/nodal_mass_file=nodal_mass.csv NodalKernels/x_inertial/mass=2.0 Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalTranslationalInertia: Please provide either mass or nodal_mass_file as input, not both."
  superlu = true
  requirement = "The NodalTranslationalInertia class shall produce an error if nodal mass is provided as input both as a constant value and also using a csv file."
[../]

[./error_9]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_file.i'
  cli_args = "Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalTranslationalInertia: Please provide either mass or nodal_mass_file as input."
  superlu = true
  requirement = "The NodalTranslationalInertia class shall produce an error if nodal mass is not provided as input either as a constant value or using a csv file."
[../]

[./error_10]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_file.i'
  cli_args = "NodalKernels/x_inertial/nodal_mass_file=nodal_mass_col_test.csv Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalTranslationalInertia: The number of columns in"
  superlu = true
  requirement = "The NodalTranslationalInertia class shall produce an error if the number of columns in the nodal mass file is not 4."
[../]

[./error_11]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_file.i'
  cli_args = "NodalKernels/x_inertial/nodal_mass_file=nodal_mass.csv NodalKernels/x_inertial/boundary='right' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalTranslationalInertia: Out of 2 nodal positions in"
  superlu = true
  requirement = "The NodalTranslationalInertia class shall produce an error if all the nodal positions provided in the nodal mass file cannot be found in the given boundary or mesh block."
[../]

[./error_12]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_gravity.i'
  cli_args = "NodalKernels/force_y2/nodal_mass_file=nodal_mass.csv NodalKernels/force_y2/mass=2.0 Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalGravity: Please provide either mass or nodal_mass_file as input, not both."
  superlu = true
  requirement = "The NodalGravity class shall produce an error if nodal mass is provided as input both as a constant value and also using a csv file."
[../]

[./error_13]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_gravity.i'
  cli_args = "Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalGravity: Please provide either mass or nodal_mass_file as input."
  superlu = true
  requirement = "The NodalGravity class shall produce an error if nodal mass is not provided as input either as a constant value or using a csv file."
[../]

[./error_14]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_gravity.i'
  cli_args = "NodalKernels/force_y2/nodal_mass_file=nodal_mass_col_test.csv Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalGravity: The number of columns in"
  superlu = true
  requirement = "The NodalGravity class shall produce an error if the number of columns in the nodal mass file is not 4."
[../]

[./error_15]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_gravity.i'
  cli_args = "NodalKernels/force_y2/nodal_mass_file=nodal_mass.csv NodalKernels/force_y2/boundary='right' Outputs/csv=false Outputs/exodus=false"
  expect_err = "NodalGravity: Out of 2 nodal positions in"
  superlu = true
  requirement = "The NodalGravity class shall produce an error if all the nodal positions provided in the nodal mass file cannot be found in the given boundary or mesh block."
[../]

[./error_16]
  type = 'RunException'
  input = 'dyn_euler_small_rayleigh_hht_action.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/all/add_dynamic_variables=false Outputs/csv=false Outputs/exodus=false'
  expect_err = "LineElementAction: When using 'dynamic_consistent_inertia', 'dynamic_nodal_rotational_inertia' or '_dynamic_nodal_translational_inertia', the velocity and acceleration AuxVariables and the corresponding AuxKernels are automatically set by"

  requirement = "The LineElementAction class shall produce an error if `add_dynamic_variables` option is set to false while `dynamic_consistent_inertia`, `dynamic_nodal_rotational_inertia` or `dynamic_nodal_translational_inertia` options are set to true."
  design = "C0TimoshenkoBeam.md LineElementMaster/index.md"
[../]

[./error_17]
  type = 'RunException'
  input = 'dyn_euler_small_added_mass_inertia_damping_action.i'
  cli_args = 'Modules/TensorMechanics/LineElementMaster/all/nodal_mass_file=nodal_mass.csv Outputs/csv=false Outputs/exodus=false'
  expect_err = "NodalTranslationalInertia: Please provide either mass or nodal_mass_file as input, not both"
  superlu = true
  requirement = "The NodalTranslationalInertia class shall produce an error if nodal mass is provided as input both as constant value and also using a csv file."
[../]

[./eigenstrain_from_var_test1]
  type = 'RunException'
  input = 'eigenstrain_from_var.i'
  cli_args = "Materials/thermal/displacement_eigenstrain_variables='thermal_eig zero1' Outputs/csv=false Outputs/exodus=false"
  expect_err = "ComputeEigenstrainBeamFromVariable: If the displacement or rotational eigenstrains are provided, it should contain 3 variables corresponding to the three components in the global coordinate system."

  requirement = "The ComputeEigenstrainBeamFromVariable class shall report an error if less than 3 displacement or rotational eigenstrains are provided by the user."
  design = "ComputeEigenstrainBeamFromVariable.md"
  issues = "#10313"
[../]

[./error_displacements1]
  type = 'RunException'
  input = 'euler_small_strain_y.i'
  cli_args = 'Materials/strain/rotations="rot_x" Outputs/exodus=false Outputs/csv=false'
  expect_err = "ComputeIncrementalBeamStrain: The number of variables supplied in 'displacements' and 'rotations' must match."

  requirement = "The ComputeIncrementalBeamStrain class shall produce an error if the number of supplied displacements and rotations do not match."
[../]

[./error_displacements2]
  type = 'RunException'
  input = 'euler_small_strain_y.i'
  cli_args = 'Kernels/solid_disp_x/rotations="rot_x" Outputs/exodus=false Outputs/csv=false'
  expect_err = "StressDivergenceBeam: The number of displacement and rotation variables should be same."

  requirement = "The StressDivergenceBeam class shall produce an error if the number of supplied displacements and rotations do not match."
[../]

[./error_large_strain]
  type = 'RunException'
  input = 'euler_small_strain_y.i'
  cli_args = 'Materials/strain/large_strain=true Materials/strain/Ay=1.0 Outputs/exodus=false Outputs/csv=false'
  expect_err = 'ComputeIncrementalBeamStrain: Large strain calculation does not currently support asymmetric beam configurations with non-zero first or third moments of area.'

  requirement = "The ComputeIncrementalBeamStrain class shall produce an error if large strain calculation is requested for asymmetric beam configurations with non-zero first or third moments of area."
[../]

[./error_y_orientation]
  type = 'RunException'
  input = 'euler_small_strain_y.i'
  cli_args = 'Materials/strain/y_orientation="0.5 0.5 0.0" Outputs/exodus=false Outputs/csv=false'
  expect_err = 'ComputeIncrementalBeamStrain: y_orientation should be perpendicular to the axis of the beam.'

  requirement = "The ComputeIncrementalBeamStrain class shall produce an error if the y orientation provided is not perpendicular to the beam axis."
[../]

[./except1]
  type = 'RunException'
  input = 'except1.i'
  expect_err = 'CappedWeakPlaneStressUpdate: Weak-plane friction and dilation angles must lie in \[0, Pi/2\]'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the friction angle is negative"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./except2]
  type = 'RunException'
  input = 'except2.i'
  expect_err = 'CappedWeakPlaneStressUpdate: Weak-plane friction and dilation angles must lie in \[0, Pi/2\]'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the dilation angle is negative"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./except3]
  type = 'RunException'
  input = 'except3.i'
  expect_err = 'CappedWeakPlaneStressUpdate: Weak-plane friction angle must not be less than dilation angle'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the friction angle is less than the dilation angle"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./except4]
  type = 'RunException'
  input = 'except4.i'
  expect_err = 'CappedWeakPlaneStressUpdate: Weak-plane cohesion must not be negative'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the cohesion is negative"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./except5]
  type = 'RunException'
  input = 'except5.i'
  expect_err = 'CappedWeakPlaneStressUpdate: Weak plane tensile strength plus compressive strength must be greater than smoothing_tol'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the sum of the tensile and compressive strength is less than smoothing_tol"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./except6]
  type = 'RunException'
  input = 'except6.i'
  expect_err = 'CappedWeakInclinedPlaneStressUpdate: normal_vector must not have zero length'
  requirement = "The CappedWeakPlaneStressUpdate model shall generate an error if the normal vector has zero length"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7784"
[../]

[./throw_test]
  type = 'RunException'
  input = 'throw_test.i'
  expect_err = "Solve failed and timestep already at or below dtmin"
  recover = false
  requirement = "The system shall permit exceptions to be thrown from material models with stateful properties without reading/writing to/from uninitialized memory"
  design = "CappedWeakPlaneStressUpdate.md"
  issues = "#7960"
[../]

[./num_constants]
  type = 'RunException'
  input = 'num_constants.i'
  expect_err = "Exactly two elastic constants must be defined for material 'elasticity_tensor'"
  design = "ComputeIsotropicElasticityTensor.md"
  issues = "#9438"
  requirement = "The system shall generate an error if a number of elastic constants other than two is supplied for an isotropic elasticity tensor"
[../]

[./youngs_modulus]
  type = 'RunException'
  input = 'youngs_modulus.i'
  expect_err = "Youngs modulus must be positive in material 'elasticity_tensor'"
  design = "ComputeIsotropicElasticityTensor.md"
  issues = "#9438"
  requirement = "The system shall generate an error if a non-positive Youngs modulus is supplied for an isotropic elasticity tensor"
[../]

[./bulk_modulus]
  type = 'RunException'
  input = 'bulk_modulus.i'
  expect_err = "Bulk modulus must be positive in material 'elasticity_tensor'"
  design = "ComputeIsotropicElasticityTensor.md"
  issues = "#9438"
  requirement = "The system shall generate an error if a non-positive bulk modulus is supplied for an isotropic elasticity tensor"
[../]

[./poissons_ratio]
  type = 'RunException'
  input = 'poissons_ratio.i'
  expect_err = "Poissons ratio must be greater than -1 and less than 0.5 in material 'elasticity_tensor'"
  design = "ComputeIsotropicElasticityTensor.md"
  issues = "#9438"
  requirement = "The system shall generate an error if a Poissons ratio outside the range from -1 to 0.5 is supplied for an isotropic elasticity tensor"
[../]

[./shear_modulus]
  type = 'RunException'
  input = 'shear_modulus.i'
  expect_err = "Shear modulus must not be negative in material 'elasticity_tensor'"
  design = "ComputeIsotropicElasticityTensor.md"
  issues = "#9438"
  requirement = "The system shall generate an error if a non-positive shear modulus is supplied for an isotropic elasticity tensor"
[../]

[./pressure_component]
  type = 'RunException'
  input = 'pressure_component.i'
  expect_err = "Invalid component given for fred: 123456789."
  design = "/Pressure.md"
  issues = "#4781"
  requirement = "The system shall generate an error if a component outside the accepted range is supplied for the Pressure boundary condition"
[../]

[./except1]
  type = 'RunException'
  input = 'non-isotropic_error_test.i'
  expect_err = 'CriticalTimeStep can only be used with elasticity tensor materials that guarantee isotropic tensors.'
  requirement = "The system shall produce an error if the input elasticity tensor is non-isotropic."
[../]

[./stress_errorcheck]
  type = 'RunException'
  input = 'finite_strain_stress_errorcheck.i'
  expect_err = 'This linear elastic stress calculation only works for small strains; use ComputeFiniteStrainElasticStress for simulations using incremental and finite strains.'
  issues = '#4716 #7555'
  design = 'source/materials/ComputeFiniteStrainElasticStress.md source/materials/ComputeLinearElasticStress.md syntax/Modules/TensorMechanics/Master/index.md'
  requirement = 'The ComputeLinearElasticStress class shall generate an error if a user attempts to run a problem using ComputeLinearElasticStress with a finite strain formulation.'
[../]

[./except01]
  type = 'RunException'
  input = 'except01.i'
  expect_err = 'ComputeEigenstrainFromInitialStress: 9 initial stress functions must be provided.  You supplied 3'
  design = 'ComputeEigenstrainFromInitialStress.md'
  issues = "#9749"
  requirement = "TensorMechanics shall allow users to specify initial stresses, but shall error-out with appropriate message if the user does not supply the correct number of functions to define the initial stress tensor"
[../]

[./except02]
  type = 'RunException'
  input = 'except02.i'
  expect_err = 'ComputeEigenstrainFromInitialStress: If you supply initial_stress_aux, 9 values must be given.  You supplied 3'
  design = 'ComputeEigenstrainFromInitialStress.md'
  issues = "#13087"
  requirement = "TensorMechanics shall allow users to specify initial stresses, but shall error-out with appropriate message if the user does not supply the correct number of AuxVariables to define the initial stress tensor"
[../]

[./elements_damage_limit_unknown_prop]
  type = 'RunException'
  prereq = elements_damage_limit
  input = 'elements_changed_timestep_limit.i'
  cli_args = 'Postprocessors/time_step_limit/elements_changed_property=unknown_property' #Point it to an unknown property
  expect_err = "Material property 'unknown_property', requested by 'time_step_limit' is not defined on block 0"
  requirement = "The MaterialTimeStepPostprocessor shall generate an error if an unknown property is requested with the 'time_step_limit' parameter"
  issues = '#11662'
  design = 'MaterialTimeStepPostprocessor.md'
[../]

[./e]
  type = 'RunException'
  prereq = scalar_damage_material_limit
  input = 'scalar_material_damage_timestep_limit.i'
  cli_args = 'Postprocessors/time_step_limit/use_material_timestep_limit=false' #disable botg matl_timestep and elements count
  expect_err = "either use_material_timestep_limit needs to be true or elements_changed_property defined"
  requirement = "The MaterialTimeStepPostprocessor shall generate an error if neither the material time step limit nor the elements changed limit is specified."
  issues = '#11662'
  design = 'MaterialTimeStepPostprocessor.md'
[../]

[./except1]
  type = 'RunException'
  input = 'except1.i'
  expect_err = 'Mohr-Coulomb friction angle must not be less than Mohr-Coulomb dilation angle'
[../]

[./except2]
  type = 'RunException'
  input = 'except2.i'
  expect_err = 'mc_lode_cutoff must not be negative'
[../]

[./except3]
  type = 'RunException'
  input = 'except3.i'
  expect_err = 'Mohr-Coulomb edge smoothing angle is too small and a non-convex yield surface will result.  Please choose a larger value'
[../]

[./except4]
  type = 'RunException'
  input = 'except4.i'
  expect_err = 'Mohr-Coulomb edge smoothing angle is too small and a non-convex yield surface will result.  Please choose a larger value'
[../]

[zero]
  type = CSVDiff
  input = 'negative_porosity.i'
  csvdiff = 'negative_porosity_zero_out.csv'
  cli_args = 'Outputs/file_base=negative_porosity_zero_out Materials/porosity/negative_behavior=ZERO'
  detail = 'by setting the porosity to zero.'
[]

[initial]
  type = CSVDiff
  input = 'negative_porosity.i'
  csvdiff = 'negative_porosity_initial_out.csv'
  cli_args = 'Outputs/file_base=negative_porosity_initial_out Materials/porosity/negative_behavior=INITIAL_CONDITION'
  detail = 'by setting the porosity to the initial condition.'
[]

[exception]
  type = RunException
  input = 'negative_porosity.i'
  expect_err = 'porosity is negative'
  cli_args = 'Materials/porosity/negative_behavior=EXCEPTION'
  detail = 'by throwing an exception.'
[]

[exception]
  type = RunException
  input = 'nan.i'
  expect_err = 'porosity is nan'
  detail = 'by throwing an exception.'
[]

[./sphere_1d_spherical_except_1]
  type = 'RunException'
  input = 'sphere_1d_spherical.i'
  cli_args = "AuxKernels/raddispaux/origin='0 0 0'"
  expect_err = "The 'origin' parameter is only valid for models with Cartesian or axisymmetric coordinate systems."
  prereq = sphere_1d_spherical
  design = 'RadialDisplacementSphereAux.md'
  requirement = 'The system shall report an error if "origin" is supplied to RadialDisplacementSphereAux when the coordinate system is not Cartesian or axisymmetric'
[../]

[./cylinder_2d_axisymmetric_except_1]
  type = 'RunException'
  input = 'cylinder_2d_axisymmetric.i'
  cli_args = "AuxKernels/raddispaux/axis_vector='0 0 1'"
  expect_err = "The 'axis_vector' parameter is only valid for 3D Cartesian models."
  prereq = cylinder_2d_axisymmetric
  design = 'RadialDisplacementCylinderAux.md'
  requirement = 'The system shall report an error if "axis_vector" is supplied to RadialDisplacementCylinderAux and the model is not 3D Cartesian'
[../]

[./cylinder_3d_cartesian_except_1]
  type = 'RunException'
  input = 'cylinder_3d_cartesian.i'
  cli_args = "AuxKernels/raddispaux/axis_vector='0 0 0'"
  expect_err = "axis_vector must have nonzero length"
  prereq = cylinder_3d_cartesian
  design = 'RadialDisplacementCylinderAux.md'
  requirement = 'The system shall report an error if "axis_vector" has length of zero'
[../]

[./isotropic_plasticity_error1]
  type = 'RunException'
  input = 'isotropic_plasticity_errors.i'
  cli_args = 'Materials/isotropic_plasticity/hardening_function=harden_func
                Materials/isotropic_plasticity/hardening_constant=2
                Materials/isotropic_plasticity/yield_stress=50
                Materials/elasticity_tensor/type=ComputeIsotropicElasticityTensor Materials/elasticity_tensor/youngs_modulus=2.1e5
                Materials/elasticity_tensor/poissons_ratio=0.0'
  expect_err = 'Only the hardening_constant or only the hardening_function can be defined but not both'
  design = 'IsotropicPlasticityStressUpdate.md'
  requirement = 'The system shall only allow the calculation of a J2 isotropic plasticity stress response with only one but not both of a hardening function or hardening constant specified to define the evolving yield surface.'
[../]

[./isotropic_plasticity_error2]
  type = 'RunException'
  input = 'isotropic_plasticity_errors.i'
  cli_args = 'Materials/isotropic_plasticity/yield_stress=50
                Materials/elasticity_tensor/type=ComputeIsotropicElasticityTensor Materials/elasticity_tensor/youngs_modulus=2.1e5
                Materials/elasticity_tensor/poissons_ratio=0.0'
  expect_err = 'Either hardening_constant or hardening_function must be defined'
  prereq = 'isotropic_plasticity_error1'
  design = 'IsotropicPlasticityStressUpdate.md'
  requirement = 'The system shall only calculate the J2 isotropic plasticity stress response when either a hardening function or a hardening constant is specified to define the evolving yield surface.'
[../]

[./isotropic_plasticity_error3]
  type = 'RunException'
  input = 'isotropic_plasticity_errors.i'
  cli_args = 'Materials/isotropic_plasticity/hardening_function=harden_func
                Materials/elasticity_tensor/type=ComputeIsotropicElasticityTensor Materials/elasticity_tensor/youngs_modulus=2.1e5
                Materials/elasticity_tensor/poissons_ratio=0.0'
  expect_err = 'Either yield_stress or yield_stress_function must be given'
  prereq = 'isotropic_plasticity_error2'
  design = 'IsotropicPlasticityStressUpdate.md'
  requirement = 'The system shall only calculate the J2 isotropic plasticity stress response when either a constant yield stress or a yield stress function is specified to define the initial yield surface.'
[../]

[./isotropic_plasticity_error4]
  type = 'RunException'
  input = 'isotropic_plasticity_errors.i'
  cli_args = 'Materials/isotropic_plasticity/hardening_function=harden_func
                Materials/elasticity_tensor/type=ComputeIsotropicElasticityTensor Materials/elasticity_tensor/youngs_modulus=2.1e5
                Materials/elasticity_tensor/poissons_ratio=0.0
                Materials/isotropic_plasticity/yield_stress=-5.0'
  expect_err = 'Yield stress must be greater than zero'
  prereq = 'isotropic_plasticity_error3'
  design = 'IsotropicPlasticityStressUpdate.md'
  requirement = 'The system shall return an error if a negative yield stress is supplied when calculating the J2 isotropic plasticity stress response.'
[../]

[./isotropic_plasticity_error5]
  type = 'RunException'
  input = 'isotropic_plasticity_errors.i'
  cli_args = 'Materials/isotropic_plasticity/hardening_function=harden_func
                Materials/isotropic_plasticity/yield_stress=50
                Materials/elasticity_tensor/type=ComputeElasticityTensor Materials/elasticity_tensor/fill_method=symmetric21
                Materials/elasticity_tensor/C_ijkl="1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21"'
  expect_err = 'Model isotropic_plasticity requires an isotropic elasticity tensor, but the one supplied is not guaranteed isotropic'
  prereq = 'isotropic_plasticity_error4'
  design = 'IsotropicPlasticityStressUpdate.md'
  requirement = 'The system shall return an error if anisotropic elasticity tensor is supplied when the J2 isotropic plasticity stress response calculation is requested.'
[../]

[./scalar_damage_material_out_of_bounds]
  type = 'RunException'
  prereq = scalar_damage_material
  input = 'scalar_material_damage.i'
  cli_args = 'Executioner/end_time=1.2'
  expect_err = 'damage_index must be between 0 and 1. Current value is:'
  requirement = "MOOSE shall error out when damage index is greater than 1."
[../]

[./scalar_damage_incompatible_model]
  type = 'RunException'
  prereq = scalar_damage_material
  input = 'scalar_material_damage.i'
  cli_args = 'Materials/stress/damage_model=damage_index' #Point it to an incompatible model
  expect_err = 'Damage Model damage_index is not compatible with ComputeDamageStress'
  allow_warnings = true #Avoid failing on another warning before hitting the error we're testing for
  requirement = "MOOSE shall make sure that the damage model is derived from DamageBase
                   and error out when incompatible damage model is used in conjunction
                   with ComputeDamageStress"
[../]

[./except01]
  type = RunException
  input = cosserat_tension.i
  cli_args = 'Kernels/x_moment/component=1 Outputs/file_base=except01'
  expect_err = 'MomentBalancing: The variable for this Kernel must be equal to the Cosserat rotation variable defined by the "component" and the "Cosserat_rotations" parameters'
  prereq = tension
[../]

[./except1]
  type = RunException
  input = except1.i
  expect_err = 'StickyBC: min_value must not be greater than max_value'
[../]

[./incr_chk1]
  type = 'RunException'
  input = 'incr_model.i'
  cli_args = 'Materials/strain_energy_density/incremental=false'
  design = 'StrainEnergyDensity.md'
  expect_err = 'StrainEnergyDensity: Specified incremental = false, but material model is incremental.'
  requirement = 'Moose shall be capable of informing a user when they incorrectly choose not to use the incremental strain energy density formulation with an incremental material model.'
[../]

[./tot_chk1]
  type = 'RunException'
  input = 'tot_model.i'
  cli_args = 'Materials/strain_energy_density/incremental=true'
  design = 'StrainEnergyDensity.md'
  expect_err = 'One or more Material Properties were not supplied on block'
  requirement = 'Moose shall be capable of informing a user when they incorrectly choose to use the incremental strain energy density formulation in a material utilizing small strain.'
[../]

[./ad_power_law]
  type = 'RunException'
  input = 'ad_power_law_creep.i'
  expect_err = 'Exceeded maximum iterations in material return mapping iterations.'
  cli_args = 'Materials/power_law_creep/use_substep=false Executioner/dtmin=0.1 Outputs/file_base=ad_power_law_out'
  requirement = 'The system shall report diverged return mapping solve due to large deformation imposed in one step'
[../]

[./power_law]
  type = 'RunException'
  input = 'power_law_creep.i'
  expect_err = 'Exceeded maximum iterations in material return mapping iterations.'
  cli_args = 'Materials/power_law_creep/use_substep=false Executioner/dtmin=0.1 Outputs/file_base=power_law_out'
  requirement = 'The system shall report diverged return mapping solve due to large deformation imposed in one step'
[../]

[./disp_about_axis_error1]
  design = DisplacementAboutAxis.md
  issues = '#15092'
  requirement = 'The system shall generate an error if the DisplacementAboutAxis boundary condition is applied to a component outside the range applicable for the dimensionality of the model'
  type = 'RunException'
  input = 'disp_about_axis_errors.i'
  cli_args = 'BCs/top_y/component=3 BCs/top_y/axis_direction="0. 0. 1."'
  expect_err = 'Invalid component given for top_y: 3.'
[../]

[./disp_about_axis_error2]
  design = DisplacementAboutAxis.md
  issues = '#15092'
  requirement = 'The system shall generate an error if the vector prescribed using the axis_direction parameter in the DisplacementAboutAxis boundary condition has a length of zero'
  type = 'RunException'
  input = 'disp_about_axis_errors.i'
  cli_args = 'BCs/top_y/component=1 BCs/top_y/axis_direction="0. 0. 0."'
  expect_err = 'Please specify a non-zero direction vector for the axis_direction in top_y'
[../]

[./action_error_1]
  type = 'RunException'
  input = 'truss_2d_action.i'
  cli_args = 'Outputs/exodus=false Outputs/csv=false'
  expect_err = 'LineElementAction: `area` should be provided as input for'
  requirement = "The LineElementAction shall produce an error if `area` is not provided as input for truss elements."
[../]

[./action_error_2]
  type = 'RunException'
  input = 'truss_2d_action.i'
  cli_args = 'Outputs/exodus=false Outputs/csv=false Modules/TensorMechanics/LineElementMaster/block/area=area Modules/TensorMechanics/LineElementMaster/block/rotations="rot_x"'
  expect_err = 'LineElementAction: Rotational variables cannot be set for truss elements.'
  requirement = "The LineElementAction shall produce an error if rotational variables are provided as input for truss elements."
[../]

[./error_nohardening]
  type = 'RunException'
  input = 'truss_plastic.i'
  cli_args = 'Outputs/exodus=false Outputs/csv=false'
  expect_err = 'PlasticTruss: Either hardening_constant or hardening_function must be defined'
  design = "source/materials/PlasticTruss.md"
  requirement = "PlasticTruss material should produce error if neither the hardening constant nor a hardening function is provided."

[../]

[./error_hardening]
  type = 'RunException'
  input = 'truss_plastic.i'
  cli_args = 'Outputs/exodus=false Outputs/csv=false Materials/truss/hardening_function=hf Materials/truss/hardening_constant=0.0'
  expect_err = 'PlasticTruss: Only the hardening_constant or only the hardening_function can be defined but not both'
  design = "source/materials/PlasticTruss.md"
  requirement = "PlasticTruss material should produce error if both hardening constant and hardening function are provided."

[../]

[./except1]
  type = 'RunException'
  input = 'except1.i'
  expect_err = 'Weak-Plane-Shear friction angle must not be less than Weak-Plane-Shear dilation angle'
[../]

[./except2]
  type = 'RunException'
  input = 'except2.i'
  expect_err = 'ComputeMultiPlasticityStress: transverse_direction vector must not have zero length'
[../]

[./except1]
  type = 'RunException'
  input = 'except1.i'
  expect_err = 'Weak plane tensile strength must not be negative'
[../]