5. C modeling#
5.1. Characteristics of modeling#
The structure is entirely modelled by Timoshenko beam elements (POU_D_T). It is supported at both ends.
DYNA_NON_LINE calculate the dynamic response for 3 s, due to a nodal force with a value equal to 100 N on the 3D mesh node located at X = 0.02 m.
5.2. Characteristics of the mesh#
Number of stitches POU_D_T |
25 |
Table 5.2-1
5.3. Tested sizes and results#
The tables below give the numerical values tested in this test case. These are the minimum and maximum movements in Z of a 3D mesh node located at X = 0.04 m.
Identification |
Maximum instants |
Reference type |
Reference value |
Tolerance |
|
Minimal Z displacement |
2.2115 s |
“NON_REGRESSION” |
-0.00033055 |
|
|
Maximum Z displacement |
2.7065 s |
“NON_REGRESSION” |
“” |
+0.00033065 |
|
Table 5.3-1 : Summary of tested results