4. B modeling#

4.1. Characteristics of modeling#

_images/100000000000010900000061672F4057A335CD8B.png _images/100000000000004500000045B25650B5C013E651.png

Section \(r=\mathrm{0,02}\text{m}\)

Modeling BARRE:

Point \(A\): \(\mathrm{DX}=\mathrm{DY}=\mathrm{DZ}=0\)

Point \(B\): \(\mathrm{DY}=\mathrm{DZ}=0\)

Strength in \(B\): \(\mathrm{FX}=-1000N\)

4.2. Characteristics of the mesh#

A SEG2 element.

4.3. Tested sizes and results#

Identification

Reference

Test

Tolerance

Normal effort — Field ELGA

-4.0000E+03

ANALYTIQUE

0, 1 0%

Normal effort — Field ELNO

-4.0000E+03

ANALYTIQUE

0, 1 0%

Normal effort — Field NOEU

-4.0000E+03

ANALYTIQUE

0, 1 0%

\(\mathit{DX}\) at node \(B\)

-3.7894E-006

NON_REGRESSION

1.0 E-8 (relative)

ITER_GLOB for NUME_ORDRE =1

1.0000E+00

NON_REGRESSION

0.00%