1. Reference problem

1.1. Loading

Figure 1.1-1

A static analysis under load and self-weight (with \(\mathrm{\gamma }\) =9.81 m/s²) is carried out using the MECA_STATIQUE operator.

1.2. Liaisons

• Embedding PT_5 (DX=DY=DZ= DRX = = DRY = DRZ =0)

1.3. Geometry

Characteristics	Value	Unit
Radius of curvature	3.00	m
External diameter	20	mm
Thickness	2	mm

Table 1.3-1

1.4. Material properties

Characteristics	Value	Unit
Young’s module	200,000	MPa
Poisson’s ratio	0.30	[-]

Table 1.4-1

1.5. Bibliographical references

1. VPCS: Guide to the validation of structural calculation software packages: « test SSLL06 », SFM, AFNOR technique.