5. C modeling#

5.1. Characteristics of modeling#

Discreet element of translational rigidity

_images/Object_10.svg

Characteristics of the elements

DISCRET:

with nodal masses

M_T_D_N

and stiffness matrices

K_T_D_L

Boundary conditions:

in all nodes

DDL_IMPO:

(TOUT: “OUI” DY: 0., DZ: 0.)

at the end node \(A\)

(GROUP_NO: A DX: 0.)

Node names:

\(\mathit{Point}A\mathrm{=}\mathit{N1}\)

\(A\mathrm{=}\mathit{N1}\)

\(\mathit{Point}B\mathrm{=}\mathit{N2}\)

\(B\mathrm{=}\mathit{N2}\)

\(\mathit{Point}C\mathrm{=}\mathit{N3}\)

\(C\mathrm{=}\mathit{N3}\)

5.2. Characteristics of the mesh#

Number of knots: 3

Number of meshes and types: 2 SEG2

5.3. Tested sizes and results#

Natural frequencies and reduced damping.

Natural frequencies:

Order Number

Reference

Aster

% Difference

1

6.4537

6.44568

—0.124

2

15.5806

1.55612

—0.124

Reduced amortization:

Order Number

Reference

Aster

% Difference

1

0.05

0.05

—1.39E-14

2

0.05

0.05

2.78E-14