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[Mesh] | ||
file = gold/RCBeam_test_mesh.e | ||
[] | ||
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[GlobalParams] | ||
displacements = 'disp_x disp_y' | ||
# volumetric_locking_correction = true | ||
[] | ||
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[Modules/TensorMechanics/Master] | ||
[./Concrete_block] | ||
block = 1 | ||
strain = finite | ||
incremental = true | ||
generate_output = 'stress_xx stress_xy stress_yy strain_xx strain_xy strain_yy | ||
max_principal_stress mid_principal_stress min_principal_stress | ||
secondinv_stress thirdinv_stress vonmises_stress | ||
secondinv_strain thirdinv_strain | ||
elastic_strain_xx elastic_strain_xy elastic_strain_yy' | ||
# plastic_strain_xx plastic_strain_xy plas tic_strain_xz plastic_strain_yy plastic_strain_yz plastic_strain_zz' | ||
save_in = 'resid_x resid_y' | ||
[../] | ||
[] | ||
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[Modules/TensorMechanics/LineElementMaster] | ||
[./Reinforcement_block] | ||
block = '2' | ||
truss = true | ||
area = area | ||
displacements = 'disp_x disp_y' | ||
save_in = 'resid_x resid_y' | ||
# add_variables = true | ||
[../] | ||
[] | ||
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[Variables] | ||
[./disp_x] | ||
[../] | ||
[./disp_y] | ||
[../] | ||
[] | ||
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[AuxVariables] | ||
[./resid_x] | ||
[../] | ||
[./resid_y] | ||
[../] | ||
[./area] | ||
order = CONSTANT | ||
family = MONOMIAL | ||
[../] | ||
[./axial_stress] | ||
order = CONSTANT | ||
family = MONOMIAL | ||
[../] | ||
[] | ||
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[AuxKernels] | ||
[./area] | ||
type = ConstantAux | ||
block = '2' | ||
variable = area | ||
value = 2.00e-4 # 509 mm2 | ||
execute_on = 'initial timestep_begin' | ||
[../] | ||
[./axial_stress] | ||
type = MaterialRealAux | ||
block = '2' | ||
variable = axial_stress | ||
property = axial_stress | ||
[../] | ||
[] | ||
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[Constraints] | ||
[rebar_x] | ||
type = RebarBondSlipConstraint | ||
slave = 2 | ||
master = 1 | ||
penalty = 1e6 | ||
variable = 'disp_x' | ||
master_variable = 'disp_x' | ||
component = 0 | ||
max_bondstress = 100 | ||
transitional_slip_values = 0.0005 | ||
ultimate_slip = 0.1 | ||
rebar_radius = 7.98e-3 | ||
[] | ||
[rebar_y] | ||
type = RebarBondSlipConstraint | ||
slave = 2 | ||
master = 1 | ||
penalty = 1e6 | ||
variable = 'disp_y' | ||
master_variable = 'disp_y' | ||
component = 1 | ||
max_bondstress = 100 | ||
transitional_slip_values = 0.0005 | ||
ultimate_slip = 0.1 | ||
rebar_radius = 7.98e-3 | ||
[] | ||
[] | ||
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[Functions] | ||
[./loading] | ||
type = PiecewiseLinear | ||
x = '0 10 20 30 ' | ||
y = '0 -0.008 0.003 0.0' | ||
[../] | ||
[] | ||
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[BCs] | ||
[./loading] | ||
type = FunctionDirichletBC | ||
# type = DirichletBC | ||
variable = disp_x | ||
boundary = '102' | ||
function = loading | ||
# value = 0.00004 | ||
preset = true | ||
[../] | ||
[./left_support_x] | ||
type = DirichletBC | ||
variable = disp_x | ||
boundary = '100' | ||
value = 0 | ||
[../] | ||
[./left_support_y] | ||
type = DirichletBC | ||
variable = disp_y | ||
boundary = '100' | ||
value = 0 | ||
[../] | ||
[] | ||
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[Postprocessors] | ||
[./deformation_x] | ||
type = AverageNodalVariableValue | ||
variable = disp_x | ||
boundary = '101' | ||
[../] | ||
[./deformation_y] | ||
type = AverageNodalVariableValue | ||
variable = disp_y | ||
boundary = '101' | ||
[../] | ||
[./react_x] | ||
type = AverageNodalVariableValue | ||
variable = resid_x | ||
boundary = '100' | ||
[../] | ||
[./react_y] | ||
type = AverageNodalVariableValue | ||
variable = resid_y | ||
boundary = '100' | ||
[../] | ||
[./react_x2] | ||
type = AverageNodalVariableValue | ||
variable = resid_x | ||
boundary = '101' | ||
[../] | ||
[./react_y2] | ||
type = AverageNodalVariableValue | ||
variable = resid_y | ||
boundary = '100' | ||
[../] | ||
[./node1_fx] | ||
type = NodalVariableValue | ||
variable = resid_x | ||
nodeid = 138 | ||
[../] | ||
[./node1_fy] | ||
type = NodalVariableValue | ||
variable = resid_y | ||
nodeid = 138 | ||
[../] | ||
[./node1_dx] | ||
type = NodalVariableValue | ||
variable = disp_x | ||
nodeid = 138 | ||
[../] | ||
[./node1_dy] | ||
type = NodalVariableValue | ||
variable = disp_y | ||
nodeid = 138 | ||
[../] | ||
[./node1_fx2] | ||
type = AverageNodalVariableValue | ||
variable = resid_x | ||
boundary = '102' | ||
[../] | ||
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[./stress_xx] | ||
type = ElementAverageValue | ||
variable = stress_xx | ||
block = '1' | ||
[../] | ||
[./strain_xx] | ||
type = ElementAverageValue | ||
variable = strain_xx | ||
block = '1' | ||
[../] | ||
[./axial_stress] | ||
type = ElementAverageValue | ||
variable = axial_stress | ||
block = '2' | ||
[../] | ||
[] | ||
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[Materials] | ||
[Cijkl_concrete] | ||
type = ComputeIsotropicElasticityTensor | ||
youngs_modulus = 500e6 | ||
poissons_ratio = 0.2 | ||
block = 1 | ||
[] | ||
[./isotropic_plasticity] | ||
type = IsotropicPlasticityStressUpdate | ||
yield_stress = 285788383.2488647 # = sqrt(3)*165e6 = sqrt(3) * yield in shear | ||
hardening_constant = 0.0 | ||
block = '1' | ||
[../] | ||
[./radial_return_stress] | ||
type = ComputeMultipleInelasticStress | ||
tangent_operator = elastic | ||
inelastic_models = 'isotropic_plasticity' | ||
block = '1' | ||
[../] | ||
[truss] | ||
type = LinearElasticTruss | ||
block = '2' | ||
youngs_modulus = 2e11 | ||
[] | ||
[] | ||
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[Preconditioning] | ||
[./SMP] | ||
type = SMP | ||
full = true | ||
[../] | ||
[] | ||
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[Executioner] | ||
type = Transient | ||
solve_type = 'PJFNK' | ||
nl_max_its = 100 | ||
nl_abs_tol = 1.E-5 | ||
nl_rel_tol = 1E-3 | ||
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line_search = none | ||
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petsc_options_iname = '-pc_type' | ||
petsc_options_value = 'lu' | ||
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petsc_options = '-snes_converged_reason' | ||
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end_time = 30 | ||
dtmin = 0.00001 | ||
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dt = 0.1 | ||
[] | ||
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[Outputs] | ||
# print_linear_residuals = false | ||
exodus = true | ||
csv = true | ||
# file_base = RCBeam_bondslip_test | ||
[] |
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