1. Reference problem#

1.1. Loading#

_images/10000201000003B6000001778C8A6355E9ED9381.png

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#

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

  • Support PT_40 (DX=DY=DZ= DRX = = DRY =0, DRZ = 0)

  • Elastic support PT_20 (KY = 2.1 mN/m)

1.3. Geometry#

Characteristics

Value

Unit

Length

12.00

m

Inertia

6.30*10-4

m4

Table 1.3-1

1.4. Material properties#

Characteristics

Value

Unit

Young’s module

210,000

MPa

Poisson’s ratio

0.3

[-]

Table 1.4-1

1.5. Bibliographical references#

  1. VPCS: Guide to the validation of structural calculation software packages: « test SSLL03 », SFM, AFNOR technique.