3. Modeling A#
3.1. Characteristics of modeling#
Modeling POU_D_E
10 elements per section, or 40 SEG2 elements
Movement in the plane: \(\mathrm{DZ}=0\) throughout the mesh
Articulated \(A\) and \(B\) post legs: \(\mathrm{DX}=\mathrm{DY}=0\)
3.2. Tested sizes and results#
3.2.1. Tested values#
Loading |
Knot |
Value tested |
Reference |
\(p\) |
\(C\) |
\(\mathrm{Dx}(m)\) |
0.0110476 |
\(\mathrm{Dy}(m)\) |
—0.012422374 |
||
\(\mathrm{Mz}(\mathrm{N.m})\) |
18672.994 |
||
\(A\) |
\(\mathrm{Fx}(N)\) |
5175.37 |
|
\(\mathrm{Fy}(N)\) |
24233.24 |
||
\({F}_{1}\) |
\(C\) |
\(\mathrm{Dx}(m)\) |
0.00000 |
\(\mathrm{Dy}(m)\) |
—0.01497330 |
||
\(\mathrm{Mz}(\mathrm{N.m})\) |
41422.161 |
||
\(A\) |
\(\mathrm{Fx}(N)\) |
4881.487 |
|
\(\mathrm{Fy}(N)\) |
10000.00 |
||
\({F}_{2}\) |
\(C\) |
\(\mathrm{Dx}(m)\) |
—0.03000956 |
\(\mathrm{Dy}(m)\) |
—0.00299466 |
||
\(\mathrm{Mz}(\mathrm{N.m})\) |
8284.432 |
||
\(A\) |
\(\mathrm{Fx}(N)\) |
5976.297 |
|
\(\mathrm{Fy}(N)\) |
4000.00 |
||
\(C\) |
\(C\) |
\(\mathrm{Dx}(m)\) |
0.0273532 |
\(\mathrm{Dy}(m)\) |
— 0.001215646 |
||
\(\mathrm{Mz}(\mathrm{N.m})\) |
4916.724 |
||
\(A\) |
\(\mathrm{Fx}(N)\) |
4576.394 |
|
\(\mathrm{Fy}(N)\) |
5000.00 |