3. Modeling A#

3.1. Characteristics of modeling#

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

Element POUTRE (6 models):

modeling POU_D_T
modeling POU_D_E
modeling POU_D_TG
modeling POU_D_EM
modeling POU_D_TGM
modeling POU_D_T_GD

Embedding in \(A\): D \(X\mathrm{=}\mathit{DY}\mathrm{=}\mathit{DZ}\mathrm{=}\mathit{DRX}\mathrm{=}\mathit{DRY}\mathrm{=}\mathit{DRZ}\mathrm{=}0\)

Loading in \(B\):

\(\mathit{FX}\mathrm{=}1000N\)
\(\mathit{FY}\mathrm{=}1100N\)
\(\mathit{FZ}\mathrm{=}1200N\)
\(\mathit{MX}\mathrm{=}1300\mathit{N.m}\)
\(\mathit{MY}\mathrm{=}1400\mathit{N.m}\)
\(\mathit{MZ}\mathrm{=}1500\mathit{N.m}\)

3.2. Characteristics of the mesh#

A SEG2 element

Section mesh for multi-fiber elements POU_D_EM and POU_D_TGM. The mesh consists of 102 TRIA3 and 64 nodes.

3.3. Tested sizes and results#

Modeling POU_D_T:

Identification	Reference	Test
Normal effort — Field ELGA	2.0000E+03	ANALYTIQUE
Normal effort — Field ELNO	2.0000E+03	ANALYTIQUE
Normal effort — Field NOEU	2.0000E+03	ANALYTIQUE

Modeling POU_D_E:

Identification	Reference	Test
Normal effort — Field ELGA	2.0000E+03	ANALYTIQUE
Normal effort — Field ELNO	2.0000E+03	ANALYTIQUE
Normal effort — Field NOEU	2.0000E+03	ANALYTIQUE

Modeling POU_D_TG:

Identification	Reference	Test
Normal effort — Field ELGA	2.0000E+03	ANALYTIQUE
Normal effort — Field ELNO	2.0000E+03	ANALYTIQUE
Normal effort — Field NOEU	2.0000E+03	ANALYTIQUE

Modeling POU_D_EM:

Identification	Reference	Test
Normal force — Field ELGA	-2.220904845E8	ANALYTIQUE
Normal effort — Field ELNO	1.0000E+03	ANALYTIQUE
Normal effort — Field NOEU	1.0000E+003	ANALYTIQUE

Modeling POU_D_TGM:

Identification	Reference	Test
Normal force — Field ELGA	-2.2990566066E8	ANALYTIQUE
Normal effort — Field ELNO	1.0000E+03	ANALYTIQUE
Normal effort — Field NOEU	1.0000E+003	ANALYTIQUE

For all models, tests ensure that the code is not regressed. They relate to the next move \(Y\) to node \(B\) as well as to ITER_GLOB for the NUME_ORDRE =1.

3.4. notes#

To converge, the load for modeling POU_D_T_GDa was divided by 100.
This command file is used to validate the AFFE_SP keyword for the CREA_CHAMP command. It is checked that the value assigned to one of the fibers of the multifiber beam is indeed found.