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lines changed Original file line number Diff line number Diff line change 12
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strain = finite
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incremental = true
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generate_output = 'stress_xx stress_xy stress_yy strain_xx strain_xy strain_yy
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- max_principal_stress mid_principal_stress min_principal_stress
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- secondinv_stress thirdinv_stress vonmises_stress
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- secondinv_strain thirdinv_strain
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- elastic_strain_xx elastic_strain_xy elastic_strain_yy'
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+ max_principal_stress mid_principal_stress min_principal_stress
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+ secondinv_stress thirdinv_stress vonmises_stress
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+ secondinv_strain thirdinv_strain
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+ elastic_strain_xx elastic_strain_xy elastic_strain_yy'
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save_in = 'resid_x resid_y'
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[ ../ ]
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[]
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primary_variable = 'disp_x'
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component = 0
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max_bondstress = 100
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- transitional_slip_values = 0 . 0005
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+ transitional_slip_values = 0 . 001
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ultimate_slip = 0 . 1
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rebar_radius = 7 .98e - 3
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[]
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primary_variable = 'disp_y'
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component = 1
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max_bondstress = 100
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- transitional_slip_values = 0 . 0005
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+ transitional_slip_values = 0 . 001
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ultimate_slip = 0 . 1
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rebar_radius = 7 .98e - 3
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[]
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[]
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- [Functions]
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- [ ./loading ]
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- type = PiecewiseLinear
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- x = '0 10 20 30 '
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- y = '0 -0.008 0.003 0.0'
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- [ ../ ]
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- []
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-
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[BCs]
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[ ./loading ]
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- type = FunctionDirichletBC
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+ type = DirichletBC
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variable = disp_x
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boundary = '102'
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- function = loading
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+ value = 0 . 001
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preset = true
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[ ../ ]
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[ ./left_support_x ]
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petsc_options_iname = '-pc_type'
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petsc_options_value = 'lu'
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petsc_options = '-snes_converged_reason'
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- nl_max_its = 100
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- nl_abs_tol = 1 .E - 5
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- nl_rel_tol = 1E - 3
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- end_time = 30
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+ nl_max_its = 10
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+ nl_abs_tol = 1e - 7
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+ nl_rel_tol = 1e - 8
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dtmin = 0 . 00001
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- num_steps = 5
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+ num_steps = 2
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dt = 0 . 1
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[]
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Original file line number Diff line number Diff line change 7
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type = 'Exodiff'
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input = 'RCBeam_constraint.i'
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exodiff = 'RCBeam_constraint_out.e'
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+ abs_zero = 1e-5
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[../]
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[]
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