3. Modeling A#
3.1. Characteristics of modeling#
3.2. Characteristics of the mesh#
Number of knots: 49
Number of meshes and types: 72 TRIA3
3.3. Tested sizes and results#
Identification |
Reference type |
Reference values |
Tolerance \((\text{\%})\) |
\(w(\mathrm{0,}\mathrm{0,}0)\) |
|
0.01507 |
1.1 |
\(\mathit{SIXX}(\mathrm{0,}\mathrm{0,}h\mathrm{/}2)\) |
|
2.4216 107 |
2.1 |
\(\mathit{SIYY}(\mathrm{0,}\mathrm{0,}h\mathrm{/}6)\) layer to \(90°\) |
|
5.7810 106 |
2.7 |
\(\mathit{SIXY}(a\mathrm{/}\mathrm{2,}a\mathrm{/}\mathrm{2,}h\mathrm{/}2)\) |
|
1.2825 106 |
4.6 |
\(\mathit{SIXZ}(a\mathrm{/}\mathrm{2,}\mathrm{0,}0)\) |
|
—2.3526 105 |
37 |
\(\mathit{SIYZ}(\mathrm{0,}a\mathrm{/}\mathrm{2,}0)\) |
|
8.8950 104 |
3.1 |
3.4. notes#
The constraints are expressed in the orthotropy coordinate system defined by ANGL_REP (AFFE_CARA_ELEM), and by the normal of the element.
The components \(\mathrm{SIXX}\), \(\mathrm{SIYY}\), and \(\mathrm{SIYZ}\) are the average values of the two cells competing at points \(A\) and \(C\).
The difference obtained on \(\mathrm{SIXZ}\) is due to the difference in transverse shear modeling: in the reference, a transverse shear correction coefficient of 5/6 is used. In Code_Aster, we calculate the distribution of shear in the thickness, which is assumed to be parabolic in each layer.
The sign of \(\mathrm{SIXZ}\) is the opposite of that of the reference solution.