3. Modeling A#

3.1. Characteristics of modeling and meshing#

  • Beam: modeling POU_D_E (a SEG2 mesh)

  • Springs: modeling DIS_TR (two meshes SEG2)

  • Linear elastic behavior relationship.

3.2. Tested sizes and results#

We test the non-regression of the movements of node NO2 of the beam.

The results are compared with code CALHYPSO.

Identification

Moment (s ec )

Reference type

Reference value

Tolerance **** (%) **

DZ (“N2”)

1.0

“SOURCE_EXTERNE”

\(0.8246757638083541\)

0.5

DZ (“N2”)

2.0

“SOURCE_EXTERNE”

\(0.4888139538842588\)

0.5