5. Examples of implementation: test cases

• POU_D_T

◦ Linear statics

DEMO004A: Analysis of a 3D mesh without reinforcement, under its own weight and subjected to a point force.

FORMA01A: Analysis of a pipe including an elbow subjected to a point force.

◦ Linear dynamics

SDLL01A [V2.02.01]: Search for the natural frequencies of a short beam on simple supports.

◦ Nonlinear dynamics

SDNL103A [V5.02.103]: Calculation of the response of a column subjected to any seismic loading.

• POU_D_E

◦ Linear statics

SSLL102A [V3.01.102]: Analysis of an embedded beam subjected to unitary forces.

◦ Linear dynamics

FORMA12A: Modal analysis of a beam (multiple modes).

◦ Nonlinear dynamics

SDNL105A [V5.02.105]: Impact of 3 beams between them - calculation of the transient response by substructuring in the case of taking into account shock-type nonlinearity between mobile structures.

• POU_D_T, elbow modeling

◦ Linear dynamics

SDLL11E: Calculating the natural frequencies of a thin circular ring.

• BARRE

◦ Linear statics

SSLS110A [V3.01.110]: Analysis of a system of 3 U-bars under its own weight.

◦ Nonlinear statics

SSLS111B [V6.02.111]: Analysis of three perfect Von Mises elasto-plastic bars.