3. Modeling A#
3.1. Characteristics of modeling#
rigid rotation phase \(0\mathrm{\le }t\mathrm{\le }1s\)
traction phase: \(\mathrm{1s}\mathrm{\le }t\mathrm{\le }\mathrm{2s}\)
boundary conditions (TYPE_CHARGE: “DIDI”)
loading: pressure (negative) on side \(\mathrm{[}\mathrm{2,}\mathrm{4,}\mathrm{8,}6\mathrm{]}\)
(PRES_REP): mesh \(\mathrm{[}\mathrm{2,}\mathrm{4,}\mathrm{8,}6\mathrm{]}\) (QUAD4): \(\mathit{PRES}\mathrm{=}–26610.3(t–1)\).
3.2. Characteristics of the mesh#
Number of knots: 8 |
Number of stitches: 2 |
1 HEXA8 1 QUAD4 |
3.3. Tested sizes and results#
The values are tested at the end of loading (\(t\mathrm{=}\mathrm{2s}\))
Identification |
Reference |
Aster |
% difference |
|
DX displacement (NO2) |
—1953.94 |
—1953.92 |
0 |
|
DY move (NO2) |
0 |
|||
Constraints SIXX (PG1) |
0 |
|
||
Constraints SIYY (PG1) |
26610.3 |
26610.3 |
0 |
|
Constraints SIZZ (PG1) |
6597.6 |
6597.6 |
0 |
|
Constraints SIXY (PG1) |
0 |
10—26 |
||
Constraints SIXZ (PG1) |
0 |
10—11 |
||
Constraints SIYZ (PG1) |
0 |
10—10 |
||
Deformation EPXX (PG1) |
0.105 |
0.105 |
0 |
|
Deformation EPYY (PG1) |
—0.045 |
—0.045 |
0 |
|
Deformation EPZZ (PG1) |
0 |
10—16 |
||
Deformation EPXY (PG1) |
0 |
10—14 |
||
Deformation EPXZ (PG1) |
0 |
10—14 |
||
Deformation EPYZ (PG1) |
0 |
10—16 |
||
Nodal reaction DX (NO3) |
0 |
10—3 |
||
Nodal reaction DY (NO3) |
—6.3462 109 |
—6.3461 109 |
—0.001 |
|
Nodal reaction DZ (NO3) |
—1.7307 109 |
—1.7307 109 |
—1.7307 109 |
0.004 |
Nodal reaction DX (NO4) |
0 |
0 |
Identification |
Reference value |
Reference type |
Tolerance |
|
Field EPGQ_ELGA, Mesh MA1, Point 1, Component PRIN_1 |
“NON_REGRESSION” |
|||
Field EPGQ_ELNO, Mesh MA1, Node N08, Component PRIN_3 |
“NON_REGRESSION” |