1. Reference problem#
1.1. Boundary condition#

Figure 1.1-1
1.2. Liaisons#
Support PT_5 (DX=DY=DZ= DRX = = DRY =0; KRZ = 0.0001 N.m/rad)
Support PT_13 (DY=DZ= DRX = = DRY =0; KX = 100 N/m and KRZ = 0.0001 N.m/rad)
1.3. Geometry#
Characteristics |
Value |
Unit |
Inertia |
5.2083*105 |
mm4 |
Area |
2 500 |
mm² |
Table 1.3-1
1.4. Material properties#
Characteristics |
Value |
Unit |
Young’s module |
200,000 |
|
Poisson’s ratio |
0.30 |
[-] |
Density |
7,800 |
kg/m3 |
Table 1.4-1
1.5. Bibliographical references#
VPCS: Guide to the validation of structural calculation software packages: « test SDLL05 -89 », SFM, AFNOR technique.