4. B modeling#
4.1. Characteristics of meshing and modeling#
Number of knots: 16
Number of SEG2: 12
Number of group of elements: 6
The beams are modelled with pou_d_e.
4.2. Tested sizes and results#
The quantities tested are the reactions to embedding and the displacement of the \(\mathit{ID}\) node.
Beam |
Type of field |
Component |
Node |
Reference Type |
Values |
||
Reference » |
Tolerance |
||||||
\(\mathrm{Pout01}\) |
|
DY |
\(\mathrm{N1}\) |
“ANALYTIQUE” |
-10000.0 |
0.1% |
|
DZ |
\(\mathrm{N1}\) |
“ANALYTIQUE” |
-1250.0 |
0.1% |
|||
\(\mathrm{Pout02}\) |
|
DY |
\(\mathrm{N2}\) |
“ANALYTIQUE” |
5000.0 |
0.1% |
|
DZ |
\(\mathrm{N2}\) |
“ANALYTIQUE” |
-2500.0 |
0.1% |
|||
\(\mathrm{Pout03}\) |
|
DX |
\(\mathrm{N3}\) |
“ANALYTIQUE” |
7071.0678 |
0.1% |
|
DY |
\(\mathrm{N3}\) |
“ANALYTIQUE” |
-7071.0678 |
0.1% |
|||
DZ |
\(\mathrm{N3}\) |
“ANALYTIQUE” |
1250.0 |
0.1% |
|||
\(\mathrm{Pout04}\) |
|
DX |
\(\mathrm{N4}\) |
“ANALYTIQUE” |
7071.0678 |
0.1% |
|
DY |
\(\mathrm{N4}\) |
“ANALYTIQUE” |
-7071.0678 |
0.1% |
|||
DZ |
\(\mathrm{N4}\) |
“ANALYTIQUE” |
-687.5 |
0.1% |
|||
DEPL |
DZ |
\(\mathrm{ID}\) |
“ANALYTIQUE” |
2.1875E-05 |
0.1% |
4.3. notes#
This modeling makes it possible to validate DDL_POUTREde the AFFE_char_meca command with the keyword MAILLE/GROUP_MA, the beams \(\mathit{Pout01}\), \(\mathit{Pout02}\), \(\mathit{Pout03}\), \(\mathit{Pout04}\) have been extended by 1 m.
The location of application of boundary conditions and loads has not changed.