Fix failing tests #99

idaholab · Nov 16, 2020 · 97192a8 · 97192a8
1 parent 4aa681d
commit 97192a8
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Showing 5 changed files with 21 additions and 23 deletions.
diff --git a/test/tests/rebar_bondslip/RCBeam_constraint.i b/test/tests/rebar_bondslip/RCBeam_constraint.i
@@ -12,10 +12,7 @@
     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'
+                       vonmises_stress elastic_strain_xx elastic_strain_xy elastic_strain_yy'
     save_in = 'resid_x resid_y'
   [../]
 []
@@ -78,7 +75,7 @@
     primary_variable = 'disp_x'
     component = 0
     max_bondstress = 100
-    transitional_slip_values = 0.0005
+    transitional_slip_values = 0.001
     ultimate_slip = 0.1
     rebar_radius = 7.98e-3
   []
@@ -91,26 +88,18 @@
     primary_variable = 'disp_y'
     component = 1
     max_bondstress = 100
-    transitional_slip_values = 0.0005
+    transitional_slip_values = 0.001
     ultimate_slip = 0.1
     rebar_radius = 7.98e-3
   []
 []
 
-[Functions]
-  [./loading]
-    type = PiecewiseLinear
-    x = '0 10       20     30 '
-    y = '0 -0.008 0.003    0.0'
-  [../]
-[]
-
 [BCs]
   [./loading]
-    type = FunctionDirichletBC
+    type = DirichletBC
     variable = disp_x
     boundary = '102'
-    function = loading
+    value = 0.001
     preset = true
   [../]
   [./left_support_x]
@@ -241,13 +230,12 @@
   petsc_options_iname = '-pc_type'
   petsc_options_value = 'lu'
   petsc_options = '-snes_converged_reason'
-  nl_max_its = 100
-  nl_abs_tol = 1.E-5
-  nl_rel_tol = 1E-3
-  end_time = 30
+  nl_max_its = 10
+  nl_abs_tol = 1e-8
+  nl_rel_tol = 1e-8
   dtmin = 0.00001
-  num_steps = 5
-  dt = 0.1
+  num_steps = 1
+  dt = 1.0
 []
 
 

diff --git a/test/tests/rebar_bondslip/gold/RCBeam_constraint_out.csv b/test/tests/rebar_bondslip/gold/RCBeam_constraint_out.csv
@@ -0,0 +1,3 @@
+time,axial_stress,deformation_x,deformation_y,node1_dx,node1_dy,node1_fx,node1_fx2,node1_fy,react_x,react_x2,react_y,react_y2,strain_xx,stress_xx
+0,0,0,0,0,0,0,0,0,0,0,0,0,0,0
+1,47450.38093279,0.00080004745038093,-4.9527997390471e-10,4.6524399000211e-08,-5.7441994171806e-11,0.43338321376041,13028.059546252,4.2789048601961e-09,-10422.804881813,10422.804881553,4.242795205144e-07,4.242795205144e-07,0.0009994988237708,521173.25776804
diff --git a/test/tests/rebar_bondslip/gold/RCBeam_constraint_out.e b/test/tests/rebar_bondslip/gold/RCBeam_constraint_out.e
diff --git a/test/tests/rebar_bondslip/gold/geo.e b/test/tests/rebar_bondslip/gold/geo.e
diff --git a/test/tests/rebar_bondslip/tests b/test/tests/rebar_bondslip/tests
@@ -1,11 +1,18 @@
 [Tests]
-  issues = '#89'
+  issues = '#99'
   requirement = 'Blackbear shall have a model to capture the bond-slip relation between concrete and rebars'
   design = 'constraints/RebarBondSlipConstraint.md'
 
   [./bondslip]
     type = 'Exodiff'
     input = 'RCBeam_constraint.i'
     exodiff = 'RCBeam_constraint_out.e'
+    abs_zero = 1e-5
+  [../]
+  [./bondslip_csv]
+    type = 'CSVDiff'
+    input = 'RCBeam_constraint.i'
+    csvdiff = 'RCBeam_constraint_out.csv'
+    abs_zero = 1e-5
   [../]
 []