4. B modeling#
4.1. Characteristics of modeling#
The structure is entirely modelled by quadratic volume elements (PENTA15 and HEXA20). It is supported at both ends.
DYNA_LINE_TRAN calculate the dynamic response of the structure for 3 s, due to a nodal force of a value equal to 100 N on the 3D mesh node located at \(Z=\mathrm{0,02}m\).
4.2. Characteristics of the mesh#
Number of stitches HEXA20 |
750 |
Number of stitches PENTA15 |
250 |
Table 4.2-1
4.3. Tested sizes and results#
The tables below give the numerical values tested in this test case. These are the minimum and maximum movements in X of a 3D mesh node located at \(Z=\mathrm{0,04}m\).
Identification |
Maximum Time |
Reference Type |
Reference Value |
Tolerance |
Minimal X displacement |
2.2115 s |
“AUTRE_ASTER” |
-0.0003266 |
|
Maximum X displacement |
2.7065 s |
“AUTRE_ASTER” |
+0.0003264 |
|
Table 4.3-1 : Summary of tested results
The responses of the 1D and mixed 1D-3D models of the structure are represented on the graph below.
Figure 4.3-2: Responses of 1D and mixed 1D-3D models