3. B modeling: D_ PLAN#
D_ PLAN modeling. Static analysis with elastic behavior.
3.1. Optimization settings#
Parameter values are the same as for plane stress modeling except for the following value:
Control of pseudo-random variables INIT_ALEA = 2
3.2. Basic structure built#
Picture 3.2-1: Basic structure:D_ PLAN
The basic structure is thus built within the macro command CALC_BT based on the results of the 2D modeling and by considering the parameters previously.
3.3. Optimization SCHEMA = “SECTION”#
Image 3.3-1:Optimized structure:D_ PLAN, SCHEMA = SECTION
# |
COORD XI |
COORD YI |
COORD XJ |
COORD YJ |
TYPE |
N |
N |
A |
L |
ENEL_ELEM |
|||
B1 |
0.45 |
0.00 |
0.00 |
0.25 |
0.25 |
2.30 |
|
-1.58E-02 |
1.00E-06 |
2.31 |
2.31 |
2.31 |
2.75E-07 |
T1 |
0.45 |
0.00 |
0.00 |
7.00 |
7.00 |
0.00 |
|
3.19E+06 |
6.39E-03 |
6.55 |
6.55 |
4.98E+05 |
|
B2 |
0.45 |
0.00 |
0.00 |
2.00 |
0.50 |
|
-3.36E+06 |
9.59E-02 |
1.63 |
1.63 |
9.11E+04 |
||
B3 |
0.25 |
2.30 |
2.30 |
2.65 |
4.65 |
|
-5.12E-02 |
1.00E-06 |
3.36 |
3.36 |
4.19E-06 |
||
T2 |
0.25 |
2.30 |
2.30 |
4.75 |
4.75 |
4.68 |
|
4.29E-02 |
1.00E-06 |
5.09 |
5.09 |
4.47E-07 |
|
B4 |
2.65 |
4.65 |
4.65 |
4.75 |
4.75 |
4.68 |
|
-3.65E-02 |
1.00E-06 |
2.10 |
2.10 |
1.33E-06 |
|
T3 |
2.65 |
4.65 |
4.65 |
7.00 |
7.00 |
0.00 |
|
5.72E-03 |
1.00E-06 |
6.37 |
6.37 |
9.91E-09 |
|
T4 |
2.65 |
4.65 |
4.65 |
7.45 |
1.40 |
|
9.31E-04 |
1.00E-06 |
5.80 |
5.80 |
2.39E-10 |
||
T5 |
2.65 |
4.65 |
4.65 |
2.00 |
2.00 |
0.50 |
|
3.10E-02 |
1.00E-06 |
4.20 |
4.20 |
1.92E-07 |
|
B5 |
4.75 |
4.68 |
4.68 |
7.00 |
7.00 |
0.00 |
|
-1.92E+06 |
5.50E-02 |
5.19 |
5.19 |
1.66E+05 |
|
B6 |
4.75 |
4.68 |
4.68 |
7.45 |
7.45 |
1.40 |
|
-6.43E-04 |
1.00E-06 |
4.25 |
4.25 |
8.37E-10 |
|
B7 |
4.75 |
4.68 |
4.68 |
2.00 |
2.00 |
0.50 |
|
-1.52E+06 |
4.33E-02 |
5.00 |
5.00 |
1.26E+05 |
|
T6 |
7.00 |
0.00 |
0.00 |
7.45 |
7.45 |
1.40 |
|
9.44E-05 |
1.00E-06 |
1.47 |
1.47 |
6.24E-13 |
|
B8 |
7.00 |
0.00 |
0.00 |
2.00 |
2.00 |
0.50 |
|
-2.37E+06 |
6.78E-02 |
5.02 |
5.02 |
1.99E+05 |
|
B9 |
7.45 |
1.40 |
1.40 |
2.00 |
0.50 |
|
-3.96E-04 |
1.00E-06 |
5.52 |
5.52 |
4.13E-10 |
Table 3.3-1 :: ** Optimized structure:D_ PLAN, SCHEMA = SECTION
3.4. Optimization SCHEMA = “TOPO”#
Image 3.4-1: Optimized structure:D_ PLAN, SCHEMA = TOPO
# |
COORD XI |
COORD YI |
COORD XJ |
COORD YJ |
TYPE |
N |
N |
A |
L |
ENEL_ELEM |
||
B1 |
0.25 |
2.30 |
2.30 |
2.65 |
2.65 |
4.65 |
|
-3.26E+06 |
9.31E-02 |
3.36 |
3.36 |
1.82E+05 |
B2 |
4.75 |
4.68 |
4.68 |
2.00 |
2.00 |
0.50 |
|
-2.61E+06 |
7.46E-02 |
5.00 |
5.00 |
2.18E+05 |
B3 |
4.75 |
4.68 |
4.68 |
7.00 |
7.00 |
0.00 |
|
-2.30E+06 |
6.56E-02 |
5.19 |
5.19 |
1.99E+05 |
B4 |
2.65 |
4.65 |
4.65 |
4.75 |
4.75 |
4.68 |
|
-1.98E+06 |
5.65E-02 |
2.10 |
2.10 |
6.92E+04 |
B5 |
0.45 |
0.00 |
0.00 |
0.25 |
0.25 |
2.30 |
|
-1.01E+06 |
2.87E-02 |
2.31 |
2.31 |
3.87E+04 |
T1 |
0.25 |
2.30 |
2.30 |
4.75 |
4.75 |
4.68 |
|
2.73E+06 |
5.47E-03 |
5.09 |
5.09 |
3.31E+05 |
T2 |
2.65 |
4.65 |
4.65 |
2.00 |
2.00 |
0.50 |
|
2.28E+06 |
4.56E-03 |
4.20 |
4.20 |
2.28E+05 |
B6 |
0.45 |
0.00 |
0.00 |
2.00 |
0.50 |
|
-9.16E+04 |
2.62E-03 |
1.63 |
1.63 |
2.49E+03 |
|
T3 |
7.00 |
0.00 |
0.00 |
2.00 |
2.00 |
0.50 |
|
1.00E-06 |
2.00E-03 |
5.02 |
5.02 |
1.20E+05 |
Table 3.3.2-1 :: ** Optimized structure:D_ PLAN, SCHEMA = TOPO