618 lines
16 KiB
Plaintext
618 lines
16 KiB
Plaintext
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725, 12, 45, 146, 49, 58, 271, 153, 59, 61, 261,
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726, 146, 45, 12, 145, 271, 58, 153, 154, 229, 152,
|
|
727, 98, 47, 145, 149, 197, 216, 273, 265, 215, 155,
|
|
728, 145, 47, 98, 196, 216, 197, 273, 206, 201, 199,
|
|
729, 33, 98, 145, 149, 118, 273, 168, 157, 265, 155,
|
|
730, 145, 98, 33, 196, 273, 118, 168, 206, 199, 247,
|
|
731, 95, 196, 172, 96, 200, 223, 274, 107, 258, 263,
|
|
732, 172, 196, 95, 170, 223, 200, 274, 183, 224, 225,
|
|
733, 36, 95, 172, 96, 109, 274, 182, 108, 107, 263,
|
|
734, 172, 95, 36, 170, 274, 109, 182, 183, 225, 184,
|
|
735, 96, 70, 172, 71, 275, 211, 263, 269, 93, 212,
|
|
736, 172, 70, 96, 196, 211, 275, 263, 223, 221, 258,
|
|
737, 96, 21, 70, 71, 111, 90, 275, 269, 94, 93,
|
|
738, 70, 21, 96, 196, 90, 111, 275, 221, 244, 258,
|
|
739, 45, 195, 99, 95, 237, 226, 276, 234, 227, 104,
|
|
740, 99, 195, 45, 46, 226, 237, 276, 266, 259, 53,
|
|
741, 9, 45, 99, 95, 52, 276, 105, 102, 234, 104,
|
|
742, 99, 45, 9, 46, 276, 52, 105, 266, 53, 51,
|
|
743, 123, 170, 72, 171, 277, 209, 218, 267, 181, 210,
|
|
744, 42, 170, 123, 171, 178, 277, 125, 179, 181, 267,
|
|
745, 170, 42, 123, 195, 178, 125, 277, 228, 251, 231,
|
|
746, 170, 70, 123, 72, 222, 217, 277, 209, 79, 218,
|
|
747, 123, 70, 170, 195, 217, 222, 277, 231, 232, 228,
|
|
748, 120, 146, 195, 122, 278, 272, 233, 140, 268, 257,
|
|
749, 146, 120, 195, 145, 278, 233, 272, 154, 235, 236,
|
|
750, 39, 146, 120, 122, 158, 278, 133, 142, 268, 140,
|
|
751, 146, 39, 120, 145, 158, 133, 278, 154, 159, 235,
|
|
752, 46, 99, 170, 174, 266, 213, 279, 264, 214, 191,
|
|
753, 170, 99, 46, 195, 213, 266, 279, 228, 226, 259,
|
|
754, 18, 46, 170, 174, 62, 279, 189, 193, 264, 191,
|
|
755, 170, 46, 18, 195, 279, 62, 189, 228, 259, 256,
|
|
756, 70, 30, 170, 172, 78, 187, 222, 211, 186, 183,
|
|
757, 170, 30, 70, 72, 187, 78, 222, 209, 75, 79,
|
|
758, 122, 45, 146, 195, 280, 271, 268, 257, 237, 272,
|
|
759, 146, 45, 122, 49, 271, 280, 268, 261, 61, 260,
|
|
760, 122, 15, 45, 195, 138, 67, 280, 257, 253, 237,
|
|
761, 45, 15, 122, 49, 67, 138, 280, 61, 69, 260,
|
|
|
|
|
|
|
|
***********************************************************
|
|
** Element sets for materials and FEM element type (solid, shell, beam)
|
|
** written by write_element_sets_material_and_femelement_type function
|
|
*ELSET,ELSET=MechanicalMaterialSolid
|
|
Eall
|
|
|
|
***********************************************************
|
|
** Node set for fixed constraint
|
|
** written by write_node_sets_constraints_fixed function
|
|
*NSET,NSET=FemConstraintFixed
|
|
1,
|
|
2,
|
|
3,
|
|
4,
|
|
9,
|
|
10,
|
|
11,
|
|
12,
|
|
13,
|
|
14,
|
|
15,
|
|
16,
|
|
17,
|
|
18,
|
|
19,
|
|
20,
|
|
45,
|
|
46,
|
|
47,
|
|
48,
|
|
49,
|
|
50,
|
|
51,
|
|
52,
|
|
53,
|
|
54,
|
|
55,
|
|
56,
|
|
57,
|
|
58,
|
|
59,
|
|
60,
|
|
61,
|
|
62,
|
|
63,
|
|
64,
|
|
65,
|
|
66,
|
|
67,
|
|
68,
|
|
69,
|
|
|
|
***********************************************************
|
|
** Node sets for prescribed displacement constraint
|
|
** written by write_displacement_nodes function
|
|
|
|
***********************************************************
|
|
** Node sets for loads
|
|
** written by write_node_sets_constraints_force function
|
|
** no point load on vertices --> no set for node loads
|
|
|
|
***********************************************************
|
|
** Materials
|
|
** written by write_materials function
|
|
** Young's modulus unit is MPa = N/mm2
|
|
**FreeCAD material name: Steel
|
|
*MATERIAL, NAME=MechanicalMaterial
|
|
*ELASTIC
|
|
200000 , 0.300
|
|
*DENSITY
|
|
7.900e-09,
|
|
|
|
***********************************************************
|
|
** Sections
|
|
** written by write_femelementsets function
|
|
*SOLID SECTION, ELSET=MechanicalMaterialSolid, MATERIAL=MechanicalMaterial
|
|
|
|
***********************************************************
|
|
** One step is needed to calculate the mechanical analysis of FreeCAD
|
|
** loads are applied quasi-static, means without involving the time dimension
|
|
** written by write_step_begin function
|
|
*STEP
|
|
*STATIC
|
|
|
|
***********************************************************
|
|
** Constaints
|
|
** written by write_constraints_fixed function
|
|
*BOUNDARY
|
|
FemConstraintFixed,1
|
|
FemConstraintFixed,2
|
|
FemConstraintFixed,3
|
|
|
|
|
|
***********************************************************
|
|
** Displacement constraint applied
|
|
** written by write_displacement function
|
|
|
|
|
|
***********************************************************
|
|
** Node loads
|
|
** written by write_constraints_force function
|
|
*CLOAD
|
|
** FemConstraintForce
|
|
** node loads on element Face: Box:Face2
|
|
5,3,-0.0000000000000E+00
|
|
6,3,-0.0000000000000E+00
|
|
7,3,-0.0000000000000E+00
|
|
8,3,-0.0000000000000E+00
|
|
21,3,-0.0000000000000E+00
|
|
22,3,-2.0833333333333E-01
|
|
23,3,-2.0833333333333E-01
|
|
24,3,-0.0000000000000E+00
|
|
25,3,-2.0833333333333E-01
|
|
26,3,-2.0833333333333E-01
|
|
27,3,-0.0000000000000E+00
|
|
28,3,-2.0833333333333E-01
|
|
29,3,-2.0833333333333E-01
|
|
30,3,-0.0000000000000E+00
|
|
31,3,-2.0833333333333E-01
|
|
32,3,-2.0833333333333E-01
|
|
70,3,-0.0000000000000E+00
|
|
71,3,-0.0000000000000E+00
|
|
72,3,-0.0000000000000E+00
|
|
73,3,-0.0000000000000E+00
|
|
74,3,-0.0000000000000E+00
|
|
75,3,-4.1666666666667E-01
|
|
76,3,-4.1666666666667E-01
|
|
77,3,-4.1666666666667E-01
|
|
78,3,-4.1666666666667E-01
|
|
79,3,-4.1666666666667E-01
|
|
80,3,-4.1666666666667E-01
|
|
81,3,-4.1666666666667E-01
|
|
82,3,-4.1666666666667E-01
|
|
83,3,-4.1666666666667E-01
|
|
84,3,-4.1666666666667E-01
|
|
85,3,-4.1666666666667E-01
|
|
86,3,-4.1666666666667E-01
|
|
87,3,-4.1666666666667E-01
|
|
88,3,-4.1666666666667E-01
|
|
89,3,-4.1666666666667E-01
|
|
90,3,-4.1666666666667E-01
|
|
91,3,-4.1666666666667E-01
|
|
92,3,-4.1666666666667E-01
|
|
93,3,-4.1666666666667E-01
|
|
94,3,-4.1666666666667E-01
|
|
|
|
|
|
|
|
***********************************************************
|
|
** Element + CalculiX face + load in [MPa]
|
|
** written by write_constraints_pressure function
|
|
*DLOAD
|
|
** Load on face Face2
|
|
635,P1,-10.0
|
|
638,P3,-10.0
|
|
641,P2,-10.0
|
|
668,P1,-10.0
|
|
670,P1,-10.0
|
|
688,P1,-10.0
|
|
693,P3,-10.0
|
|
699,P2,-10.0
|
|
700,P3,-10.0
|
|
707,P2,-10.0
|
|
708,P4,-10.0
|
|
710,P4,-10.0
|
|
711,P2,-10.0
|
|
722,P3,-10.0
|
|
737,P3,-10.0
|
|
757,P3,-10.0
|
|
|
|
***********************************************************
|
|
** Outputs --> frd file
|
|
** written by write_outputs_types function
|
|
*NODE FILE
|
|
U
|
|
*EL FILE
|
|
S, E
|
|
** outputs --> dat file
|
|
*NODE PRINT , NSET=Nall
|
|
U
|
|
*EL PRINT , ELSET=Eall
|
|
S
|
|
|
|
***********************************************************
|
|
** written by write_step_end function
|
|
*END STEP
|
|
|
|
***********************************************************
|
|
** CalculiX Input file
|
|
** written by write_footer function
|
|
** written by --> FreeCAD 0.16.5838 +1 (Git)
|
|
** written on --> Mon Oct 26 18:28:42 2015
|
|
** file name -->
|
|
** analysis name --> MechanicalAnalysis
|
|
**
|
|
**
|
|
**
|
|
** Units
|
|
**
|
|
** Geometry (mesh data) --> mm
|
|
** Materials (Young's modulus) --> N/mm2 = MPa
|
|
** Loads (nodal loads) --> N
|
|
**
|