3. B modeling: D_ PLAN#
The analysis is static with linear elastic behavior, modeling D_ PLAN.
3.1. Optimization settings#
The values of the parameters are the same as for plane stress modeling.
3.2. Basic structure built#
The basic structure is thus built within the macro command CALC_BT based on the results of the 2D modeling and considering the parameters defined previously.
Picture 3.2-1
3.3. Optimization SCHEMA = “SECTION”#
Picture 3.3-1
# |
COORD XI |
COORD YI |
COORD XJ |
COORD YJ |
TYPE |
N |
N |
A |
L |
ENEL_ELEM |
|||
B5 |
0.00 |
0.00 |
0.00 |
0.10 |
0.10 |
0.05 |
|
0.00E+00 |
1.00E-06 |
0.11 |
0.11 |
0.00E+00 |
|
B2 |
0.00 |
0.00 |
0.00 |
0.15 |
0.15 |
0.95 |
|
-2.18E+06 |
6.24E-02 |
0.96 |
0.96 |
3.50E+04 |
|
B3 |
0.00 |
0.00 |
0.00 |
0.95 |
0.95 |
0.00 |
|
0.00E+00 |
1.00E-06 |
0.95 |
0.95 |
0.00E+00 |
|
B1 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
1.00 |
|
-1.00E+06 |
2.86E-02 |
1.00 |
1.00 |
1.67E+04 |
|
T4 |
0.10 |
0.05 |
0.05 |
0.15 |
0.15 |
0.95 |
|
1.06E-02 |
1.00E-06 |
0.90 |
0.90 |
4.83E-09 |
|
B4 |
0.10 |
0.05 |
0.05 |
0.95 |
0.95 |
0.00 |
|
0.00E-06 |
0.85 |
0.85 |
0.00E+00 |
||
T3 |
0.10 |
0.05 |
0.05 |
0.00 |
0.00 |
1.00 |
|
1.16E-02 |
1.00E-06 |
0.96 |
0.96 |
6.12E-09 |
|
T2 |
0.15 |
0.95 |
0.95 |
0.95 |
0.95 |
0.00 |
|
4.13E+06 |
8,26E-03 |
1.24 |
1.24 |
1.24 |
1.22E+05 |
T5 |
0.15 |
0.95 |
0.95 |
0.00 |
0.00 |
1.00 |
|
3.16E+06 |
6.32E-03 |
0.16 |
0.16 |
1.16 |
1.19E+04 |
T1 |
0.95 |
0.00 |
0.00 |
0.00 |
0.00 |
1.00 |
|
5.80E-02 |
1.00E-06 |
1.38 |
1.38 |
2.21E-07 |
Table 3.3-1 *.* Optimized structure:D_ PLAN, SCHEMA = SECTION
3.4. Optimization SCHEMA = “TOPO”#
Picture 3.4-1
Table 3.4-1. Optimized structure:D_ PLAN, SCHEMA = TOPO