5. C modeling#
5.1. Characteristics of modeling#
We use a COQUE_SOLIDE model.
5.2. Characteristics of the mesh#
Number of knots: 867
Number of meshes and types: 512 HEXA9
5.3. Results#
Line load case \(\mathit{fz}\)
Identification |
Reference type |
Reference value |
Tolerance (%) |
||
Point |
GROUP_MA |
Components |
|||
\(A\) |
GAUCHE |
\(\mathit{RESULT}\text{\_}X\) |
“ANALYTIQUE” |
2000 N |
\(<\mathrm{1,0}\times {10}^{-6}\) |
DROITE |
\(\mathit{RESULT}\text{\_}X\) |
“ANALYTIQUE” |
-2000 N |
\(<\mathrm{1,0}\times {10}^{-6}\) |
|
GAUCHE |
\(\mathit{MOMENT}\text{\_}Y\) |
“ANALYTIQUE” |
20000 N.m |
\(\mathrm{0,11}\) |
|
GAUCHE |
\(\mathit{MOMENT}\text{\_}Z\) |
“ANALYTIQUE” |
-1500000 N.m |
\(\mathrm{0,94}\) |
|
Identification |
Reference type |
Reference value (mm) |
Tolerance (%) |
|
Point \(B\) |
\(\mathrm{DX}\) |
“AUTRE_ASTER” |
\(-\mathrm{6,20973021}\times {10}^{-3}\) |
\(\mathrm{3,9}\) |
Point \(C\) |
\(\mathit{DX}\) |
“AUTRE_ASTER” |
\(-\mathrm{6,20823283}\times {10}^{-3}\) |
\(\mathrm{3,9}\) |
Line load case \(\mathit{fx}\)
Identification |
Reference type |
Reference value |
Tolerance (%) |
||
Point |
GROUP_MA |
Components |
|||
\(A\) |
GAUCHE |
\(\mathit{RESULT}\text{\_}X\) |
“ANALYTIQUE” |
-2000 N |
\(<\mathrm{1,0}\times {10}^{-6}\) |
DROITE |
\(\mathit{RESULT}\text{\_}X\) |
“ANALYTIQUE” |
2000 N |
\(<\mathrm{1,0}\times {10}^{-6}\) |
|
GAUCHE |
\(\mathit{MOMENT}\text{\_}Y\) |
“ANALYTIQUE” |
-20000 N.m |
\(\mathrm{1,07}\) |
|
GAUCHE |
\(\mathit{MOMENT}\text{\_}Z\) |
“ANALYTIQUE” |
200000 N.m |
\(\mathrm{3,3}\times {10}^{-3}\) |
|
Identification |
Reference type |
Reference value (mm) |
Tolerance (%) |
|
Point \(B\) |
\(\mathrm{DX}\) |
“AUTRE_ASTER” |
\(5.67667538\times {10}^{-3}\) |
\(\mathrm{4,1}\) |
Point \(C\) |
\(\mathit{DX}\) |
“AUTRE_ASTER” |
\(5.83749352\times {10}^{-3}\) |
\(\mathrm{4,8}\) |