4. C modeling#
4.1. Characteristics of modeling#
This modeling is a compression test with a stress imposed on a confined cube (blocked transverse deformations).
The load is imposed on side HAUT following DZ:
PRES_REP = _F (GROUP_MA =” HAUT “, PRES = 3.6187984804E+06),
FCT = DEFI_FONCTION (
NOM_PARA =” INST “,
VALE =( 0.0, 0.0,
1.0, 10.0,
1000.0, 10.0),
)
L_ INST = DEFI_LIST_REEL (
DEBUT = 0.0,
INTERVALLE =(
_F (JUSQU_A = 1.0, NOMBRE = 5, )) **,
_F (JUSQU_A = 35.0, NOMBRE = 340, )) **,
),
)
During the time interval [0.0, 1.0] the load increases.
During the time interval [1.0, 35.0] the load is kept constant.
4.2. Tested sizes and results#
The quantities observed are the lateral stresses SIXXet SIYYqui are equal.
Instant |
Size |
Reference |
2.50000 |
|
-1.014224e+07 |
4.25000 |
|
-9.430826e+06 |
6.00000 |
|
-8.783160e+06 |
7.75000 |
|
-8.090215e+06 |
9.50000 |
|
-7.420931e+06 |
11.25000 |
|
-6.817181e+06 |
13.00000 |
|
-6.292087e+06 |
14.75000 |
|
-5.844484e+06 |
16.50000 |
|
-5.467612e+06 |
18.25000 |
|
-5.153138e+06 |
20.00000 |
|
-4.892814e+06 |
21.75000 |
|
-4.679082e+06 |
23.50000 |
|
-4.505243e+06 |
25.25000 |
|
-4.365451e+06 |
27.00000 |
|
-4.254641e+06 |
28.75000 |
|
-4.168446e+06 |
30.50000 |
|
-4.103102e+06 |
32.25000 |
|
-4.055375e+06 |
34.00000 |
|
-4.022488e+06 |
The magnitude observed is deformation EPZZ.
Instant |
Size |
Reference |
2.50000 |
|
-1.270836e-03 |
4.25000 |
|
-1.485637e-03 |
6.00000 |
|
-1.633430e-03 |
7.75000 |
|
-1.751693e-03 |
9.50000 |
|
-1.853605e-03 |
11.25000 |
|
-1.944630e-03 |
13.00000 |
|
-2.027391e-03 |
14.75000 |
|
-2.103352e-03 |
16.50000 |
|
-2.173458e-03 |
18.25000 |
|
-2.238399e-03 |
20.00000 |
|
-2.298723e-03 |
21.75000 |
|
-2.354889e-03 |
23.50000 |
|
-2.407292e-03 |
25.25000 |
|
-2.456276e-03 |
27.00000 |
|
-2.502146e-03 |
28.75000 |
|
-2.545168e-03 |
30.50000 |
|
-2.585582e-03 |
32.25000 |
|
-2.623601e-03 |
34.00000 |
|
-2.659414e-03 |
Figure 4.2-a : **Compression on cube****confined, comparison between code_aster and the theoretical solution.