fix: input files

queens-py · Dec 19, 2024 · a5b78c0 · a5b78c0
1 parent 45eef2a
commit a5b78c0
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Showing 2 changed files with 7 additions and 10 deletions.
diff --git a/tests/input_files/third_party/fourc/coarse_plate_dirichlet_template.dat b/tests/input_files/third_party/fourc/coarse_plate_dirichlet_template.dat
@@ -11,8 +11,8 @@ created by pre_exodus
 DIM           3
 -----------------------------------------------------DISCRETISATION
 NUMSTRUCDIS                     1
---------------------------------------------------------PROBLEM TYP
-PROBLEMTYP                      Structure
+--------------------------------------------------------PROBLEM TYPE
+PROBLEMTYPE                      Structure
 RESTART                         0
 SHAPEFCT                        Polynomial
 -----------------------------------------------------------------IO
@@ -23,7 +23,7 @@ STRUCT_STRAIN                   Yes
 FILESTEPS                       1000
 ----------------------------------------------------------STRUCTURAL DYNAMIC
 LINEAR_SOLVER                   1
-DYNAMICTYP                      Statics
+DYNAMICTYPE                      Statics
 RESULTSEVRY                     1
 RESTARTEVRY                     0
 NLNSOL                          fullnewton
@@ -484,5 +484,3 @@ NODE       121 COORD -1.2500000000000000e+01 -1.2500000000000000e+01  0.00000000
 ---------------------------------------------------CELLSCATRA ELEMENTS
 ---------------------------------------------------ELECTROMAGNETIC ELEMENTS
 -------------------------------------------------------ARTERY ELEMENTS
----------------------------------------------------------------END
-// END
diff --git a/tests/input_files/third_party/fourc/solid_runtime_hex8.dat b/tests/input_files/third_party/fourc/solid_runtime_hex8.dat
@@ -2,9 +2,9 @@
 This is a simple test that tests the extrapolation of stressees from Gauss points to nodes for a
 hex8 discretization
 
-4C git SHA1: b23a601ba839ee3749c44a8d4436fb7c509f9d69
--------------------------------------------------------------------PROBLEM TYP
-PROBLEMTYP                      Structure
+tested date: 19.12.2024
+-------------------------------------------------------------------PROBLEM TYPE
+PROBLEMTYPE                      Structure
 ----------------------------------------------------------------------------IO
 OUTPUT_BIN                      yes
 STRUCT_DISP                     yes
@@ -29,7 +29,7 @@ NAME                            Structure_Solver
 SOLVER                          Superlu
 ------------------------------------------------------------STRUCTURAL DYNAMIC
 INT_STRATEGY                    Standard
-DYNAMICTYP                      Statics
+DYNAMICTYPE                      Statics
 PRESTRESSTOLDISP                1e-9
 RESULTSEVRY                     1
 RESTARTEVRY                     1
@@ -85,4 +85,3 @@ NODE 12 COORD 2.0 1.0 1.0
 ------------------------------------------------------------STRUCTURE ELEMENTS
 1 SOLID HEX8 1 5 6 2 3 7 8 4 MAT 1 KINEM nonlinear
 2 SOLID HEX8 5 9 10 6 7 11 12 8 MAT 1 KINEM nonlinear
----------------------------------------------------------------------------END