imcs-compsim · isteinbrecher · Oct 28, 2024 · Oct 28, 2024
diff --git a/cubitpy/cubitpy_to_dat.py b/cubitpy/cubitpy_to_dat.py
@@ -222,9 +222,4 @@ def cubit_to_dat(cubit):
             )
             i_element += 1
 
-    # Finish
-    dat_lines.append(
-        "---------------------------------------------------------------END"
-    )
-
     return dat_lines
diff --git a/tests/input-files-ref/test_block_function.dat b/tests/input-files-ref/test_block_function.dat
@@ -426,4 +426,3 @@ NODE       385 COORD  7.2500000000000000e+00  2.9999999999999999e-01 -3.49999999
        38 SOLIDSH8 HEX8 369 376 377 370 373 378 379 374 test material string KINEM nonlinear EAS none ANS none THICKDIR auto
        39 SOLIDSH8 HEX8 371 370 380 381 375 374 382 383 test material string KINEM nonlinear EAS none ANS none THICKDIR auto
        40 SOLIDSH8 HEX8 370 377 384 380 374 379 385 382 test material string KINEM nonlinear EAS none ANS none THICKDIR auto
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_contact_condition_beam_to_surface.dat b/tests/input-files-ref/test_contact_condition_beam_to_surface.dat
@@ -31,4 +31,3 @@ NODE        16 COORD  5.0000000000000000e-01  5.0000000000000000e-01  5.00000000
 ------------------------------------------------STRUCTURE ELEMENTS
         1 SOLID HEX8 1 2 3 4 5 6 7 8 MAT 1 KINEM nonlinear
         2 SOLID HEX8 9 10 11 12 13 14 15 16 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_contact_condition_surface_to_surface.dat b/tests/input-files-ref/test_contact_condition_surface_to_surface.dat
@@ -37,4 +37,3 @@ NODE        16 COORD  5.0000000000000000e-01  5.0000000000000000e-01  5.00000000
 ------------------------------------------------STRUCTURE ELEMENTS
         1 SOLID HEX8 1 2 3 4 5 6 7 8 MAT 1 KINEM nonlinear
         2 SOLID HEX8 9 10 11 12 13 14 15 16 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_create_block.dat b/tests/input-files-ref/test_create_block.dat
@@ -396,4 +396,3 @@ NODE       135 COORD  5.0000000000000003e-02  5.0000000000000000e-01 -1.00000000
        62 SOLID HEX8 66 68 86 84 123 124 133 132 MAT 1 KINEM linear
        63 SOLID HEX8 68 70 88 86 124 125 134 133 MAT 1 KINEM linear
        64 SOLID HEX8 70 72 90 88 125 126 135 134 MAT 1 KINEM linear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_create_brick_by_corner_points.dat b/tests/input-files-ref/test_create_brick_by_corner_points.dat
@@ -92,4 +92,3 @@ NODE        64 COORD  1.1302169001596387e+00  1.9314423635158420e-01  8.27831542
        25 SOLID HEX8 42 41 45 46 58 57 61 62 MAT 1 KINEM nonlinear
        26 SOLID HEX8 41 43 47 45 57 59 63 61 MAT 1 KINEM nonlinear
        27 SOLID HEX8 43 44 48 47 59 60 64 63 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_cubit_tutorial.dat b/tests/input-files-ref/test_cubit_tutorial.dat
@@ -141,4 +141,3 @@ NODE        48 COORD  5.0000000000000000e+00  0.0000000000000000e+00 -5.00000000
        14 SOLID HEX8 45 44 43 46 25 22 21 26 MAT 1 KINEM nonlinear
        15 SOLID HEX8 47 48 35 34 29 30 3 2 MAT 1 KINEM nonlinear
        16 SOLID HEX8 47 45 46 48 29 25 26 30 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_element_types_hex.dat b/tests/input-files-ref/test_element_types_hex.dat
@@ -199,4 +199,3 @@ NODE       139 COORD  7.7942286340599476e-01  4.4999999999999990e-01  1.40000000
        10 SOLIDSH8 HEX8 124 125 126 127 128 129 130 131 MAT 1 KINEM nonlinear EAS none ANS none THICKDIR auto
        11 SOLIDSH8 HEX8 127 126 132 133 131 130 134 135 MAT 1 KINEM nonlinear EAS none ANS none THICKDIR auto
        12 SOLIDSH8 HEX8 133 132 136 137 135 134 138 139 MAT 1 KINEM nonlinear EAS none ANS none THICKDIR auto
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_element_types_quad_y_plane.dat b/tests/input-files-ref/test_element_types_quad_y_plane.dat
@@ -19,4 +19,3 @@ NODE        12 COORD -5.0000000000000000e-01 -6.1232339957367648e-17  1.00000000
         4 WALL QUAD4 4 3 9 10 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
         5 WALL QUAD4 3 6 11 9 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
         6 WALL QUAD4 6 8 12 11 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_element_types_quad_z_plane.dat b/tests/input-files-ref/test_element_types_quad_z_plane.dat
@@ -19,4 +19,3 @@ NODE        12 COORD -5.0000000000000000e-01 -1.0000000000000000e+00  0.00000000
         4 WALL QUAD4 4 3 9 10 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
         5 WALL QUAD4 3 6 11 9 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
         6 WALL QUAD4 6 8 12 11 MAT 1 KINEM nonlinear EAS none THICK 1.0 STRESS_STRAIN plane_stress GP 3 3
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_element_types_tet.dat b/tests/input-files-ref/test_element_types_tet.dat
@@ -44,4 +44,3 @@ NODE        14 COORD  4.0000000000000002e-01  7.3478807948841178e-17  0.00000000
 ------------------------------------------------STRUCTURE ELEMENTS
         1 SOLID TET4 1 2 3 4 MAT 1 KINEM nonlinear
         2 SOLID TET10 5 6 7 8 9 10 11 12 13 14 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_extrude_mesh_function.dat b/tests/input-files-ref/test_extrude_mesh_function.dat
@@ -123,4 +123,3 @@ NODE        80 COORD  2.3677654890466799e+00  2.8842477562477336e+00  3.16501925
        40 SOLID HEX8 57 59 60 58 77 79 80 78 MAT 1 KINEM nonlinear
        41 SOLID HEX8 54 53 60 59 74 73 80 79 MAT 1 KINEM nonlinear
        42 SOLID HEX8 53 55 58 60 73 75 78 80 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_extrude_mesh_function_average_normals_block.dat b/tests/input-files-ref/test_extrude_mesh_function_average_normals_block.dat
@@ -85,4 +85,3 @@ NODE        60 COORD  1.0000000000000000e+00  5.0000000000000000e-01  5.00000000
        22 SOLID HEX8 32 31 42 40 47 46 57 55 MAT 1 KINEM nonlinear
        23 SOLID HEX8 41 40 43 44 56 55 58 59 MAT 1 KINEM nonlinear
        24 SOLID HEX8 40 42 45 43 55 57 60 58 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_extrude_mesh_function_average_normals_for_cylinder_and_sphere.dat b/tests/input-files-ref/test_extrude_mesh_function_average_normals_for_cylinder_and_sphere.dat
@@ -131,4 +131,3 @@ NODE        96 COORD -4.5000000000000001e-01  8.0000000000000004e-01  0.00000000
        32 SOLID HEX8 77 81 91 87 79 82 92 89 MAT 1 KINEM nonlinear
        33 SOLID HEX8 81 83 93 91 82 84 94 92 MAT 1 KINEM nonlinear
        34 SOLID HEX8 83 85 95 93 84 86 96 94 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_fsi_functionality.dat b/tests/input-files-ref/test_fsi_functionality.dat
@@ -46,4 +46,3 @@ NODE        16 COORD  5.0000000000000000e-01  5.0000000000000000e-01  5.00000000
         1 SOLID HEX8 1 2 3 4 5 6 7 8 MAT 1 KINEM nonlinear
 ------------------------------------------------FLUID ELEMENTS
         2 FLUID HEX8 9 10 11 12 13 14 15 16 MAT 1 NA ALE
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_group_of_surfaces.dat b/tests/input-files-ref/test_group_of_surfaces.dat
@@ -47,4 +47,3 @@ NODE        28 COORD  5.0000000000000000e-01  1.0000000000000000e+00  0.00000000
        16 WALL QUAD4 22 21 25 26 MAT 1 KINEM linear EAS none THICK 1.0 STRESS_STRAIN plane_strain GP 3 3
        17 WALL QUAD4 21 23 27 25 MAT 1 KINEM linear EAS none THICK 1.0 STRESS_STRAIN plane_strain GP 3 3
        18 WALL QUAD4 23 24 28 27 MAT 1 KINEM linear EAS none THICK 1.0 STRESS_STRAIN plane_strain GP 3 3
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_groups.dat b/tests/input-files-ref/test_groups.dat
@@ -362,4 +362,3 @@ NODE        84 COORD  2.0000000000000000e+00  1.0000000000000000e+00 -5.00000000
        34 SOLID HEX8 63 66 69 67 75 78 81 79 MAT 1 KINEM linear
        35 SOLID HEX8 68 67 70 71 80 79 82 83 MAT 1 KINEM linear
        36 SOLID HEX8 67 69 72 70 79 81 84 82 MAT 1 KINEM linear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_groups_multiple_sets.dat b/tests/input-files-ref/test_groups_multiple_sets.dat
@@ -303,4 +303,3 @@ NODE        84 COORD  2.0000000000000000e+00  1.0000000000000000e+00 -5.00000000
        34 SOLID HEX8 63 66 69 67 75 78 81 79 MAT 1 KINEM nonlinear
        35 SOLID HEX8 68 67 70 71 80 79 82 83 MAT 1 KINEM nonlinear
        36 SOLID HEX8 67 69 72 70 79 81 84 82 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_mesh_import.dat b/tests/input-files-ref/test_mesh_import.dat
@@ -10,4 +10,3 @@ NODE         7 COORD  1.0000000000000000e+00  1.0000000000000000e+00  1.00000000
 NODE         8 COORD  0.0000000000000000e+00  1.0000000000000000e+00  0.0000000000000000e+00
 ------------------------------------------------STRUCTURE ELEMENTS
         1 SOLID HEX8 1 2 3 4 5 6 7 8 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_node_set_geometry_type.dat b/tests/input-files-ref/test_node_set_geometry_type.dat
@@ -82,4 +82,3 @@ NODE         7 COORD  5.0000000000000000e-01  5.0000000000000000e-01 -5.00000000
 NODE         8 COORD  5.0000000000000000e-01  5.0000000000000000e-01  5.0000000000000000e-01
 ------------------------------------------------STRUCTURE ELEMENTS
         1 SOLID HEX8 1 2 3 4 5 6 7 8 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_point_coupling.dat b/tests/input-files-ref/test_point_coupling.dat
@@ -142,4 +142,3 @@ NODE        72 COORD  5.0000000000000000e-01  2.0000000000000000e+00 -5.00000000
        22 SOLID HEX8 42 45 51 48 64 66 69 67 MAT 1 KINEM nonlinear
        23 SOLID HEX8 49 48 54 55 68 67 70 71 MAT 1 KINEM nonlinear
        24 SOLID HEX8 48 51 57 54 67 69 72 70 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_reset_block_1.dat b/tests/input-files-ref/test_reset_block_1.dat
@@ -36,4 +36,3 @@ NODE        27 COORD  5.0000000000000000e-01  5.0000000000000000e-01 -5.00000000
         6 SOLID HEX8 6 11 12 7 20 23 24 21 MAT 1 KINEM nonlinear
         7 SOLID HEX8 8 7 15 16 22 21 25 26 MAT 1 KINEM nonlinear
         8 SOLID HEX8 7 12 18 15 21 24 27 25 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_reset_block_2.dat b/tests/input-files-ref/test_reset_block_2.dat
@@ -25,4 +25,3 @@ NODE        20 COORD  1.0000000000000000e+00  2.5000000000000000e-01  2.50000000
         2 SOLID HEX8 5 6 7 8 9 10 11 12 MAT 1 KINEM nonlinear
         3 SOLID HEX8 9 10 11 12 13 14 15 16 MAT 1 KINEM nonlinear
         4 SOLID HEX8 13 14 15 16 17 18 19 20 MAT 1 KINEM nonlinear
----------------------------------------------------------------END
diff --git a/tests/input-files-ref/test_serialize_nested_lists.dat b/tests/input-files-ref/test_serialize_nested_lists.dat
@@ -41,4 +41,3 @@ NODE        32 COORD  5.0000000000000000e-01 -5.0000000000000000e-01  1.25000000
         6 SOLID HEX8 3 21 24 4 7 25 28 8 MAT 1 KINEM nonlinear
         7 SOLID HEX8 29 30 18 17 31 32 20 19 MAT 1 KINEM nonlinear
         8 SOLID HEX8 23 29 17 24 27 31 19 28 MAT 1 KINEM nonlinear
----------------------------------------------------------------END