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FEM: fix unit test cases

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Bernd Hahnebach 2016-02-17 18:09:57 +01:00 committed by wmayer
parent 2f2e6e8f8c
commit 183f8dfebe
2 changed files with 20 additions and 4 deletions
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12
src/Mod/Fem/test_files/ccx/cube_frequency.inp
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@ -464,6 +464,10 @@ Eall
68, 68,
69, 69,
***********************************************************
** Node sets for prescribed displacement constraint
** written by write_displacement_nodes function
*********************************************************** ***********************************************************
** Materials ** Materials
** written by write_materials function ** written by write_materials function
@ -471,8 +475,7 @@ Eall
**FreeCAD material name: Steel **FreeCAD material name: Steel
*MATERIAL, NAME=MechanicalMaterial *MATERIAL, NAME=MechanicalMaterial
*ELASTIC *ELASTIC
200000 , 200000 , 0.300
0.300
*DENSITY *DENSITY
7.900e-09, 7.900e-09,
@ -497,6 +500,11 @@ FemConstraintFixed,2
FemConstraintFixed,3 FemConstraintFixed,3
***********************************************************
** Displacement constraint applied
** written by write_displacement function
*********************************************************** ***********************************************************
** Frequency analysis ** Frequency analysis
** written by write_frequency function ** written by write_frequency function

12
src/Mod/Fem/test_files/ccx/cube_static.inp
View File

@ -464,6 +464,10 @@ Eall
68, 68,
69, 69,
***********************************************************
** Node sets for prescribed displacement constraint
** written by write_displacement_nodes function
*********************************************************** ***********************************************************
** Node sets for loads ** Node sets for loads
** written by write_node_sets_constraints_force function ** written by write_node_sets_constraints_force function
@ -476,8 +480,7 @@ Eall
**FreeCAD material name: Steel **FreeCAD material name: Steel
*MATERIAL, NAME=MechanicalMaterial *MATERIAL, NAME=MechanicalMaterial
*ELASTIC *ELASTIC
200000 , 200000 , 0.300
0.300
*DENSITY *DENSITY
7.900e-09, 7.900e-09,
@ -502,6 +505,11 @@ FemConstraintFixed,2
FemConstraintFixed,3 FemConstraintFixed,3
***********************************************************
** Displacement constraint applied
** written by write_displacement function
*********************************************************** ***********************************************************
** Node loads ** Node loads
** written by write_constraints_force function ** written by write_constraints_force function