1. Reference problem#
1.1. Geometry used#
The geometry is created with:
12 triangle-type meshes: TRIA3.
6 quadrangle meshes: QUA4.
4 segment-type meshes: SEG2.
Node coordinates:
Knots |
X [m] |
Y [m] |
Y [m] |
Z [m] |
Y [m] |
Y [m] |
Z [m] |
|
1 |
2.00 |
1.00 |
1.00 |
0.00 |
0.00 |
0.00 |
0.00 |
|
2 |
3.00 |
1.00 |
0.00 |
0.00 |
0.00 |
12 |
3.00 |
0.00 |
3 |
4.00 |
1.00 |
1.00 |
0.00 |
0.00 |
13 |
4.00 |
0.00 |
4 |
5.00 |
1.00 |
1.00 |
0.00 |
0.00 |
14 |
5.00 |
0.00 |
5 |
6.00 |
1.00 |
1.00 |
0.00 |
0.00 |
15 |
6.00 |
0.00 |
6 |
2.00 |
2.00 |
2.00 |
0.00 |
0.00 |
0.00 |
0.00 |
|
7 |
3.00 |
2.00 |
0.00 |
0.00 |
17 |
3.00 |
4.00 |
0.00 |
8 |
4.00 |
2.00 |
2.00 |
0.00 |
0.00 |
0.00 |
0.00 |
|
9 |
5.00 |
2.00 |
2.00 |
0.00 |
0.00 |
19 |
5.00 |
0.00 |
10 |
6.00 |
2.00 |
2.00 |
0.00 |
0.00 |
20 |
6.00 |
0.00 |
1.2. Material properties#
Not applicable.
1.3. Boundary conditions and loads#
Not applicable.
1.4. Initial conditions#
Not applicable.