8. F modeling#

This modeling is strictly identical to modeling A, except that it is done dynamically (operator DYNA_NON_LINE).

8.1. Characteristics of modeling#

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

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 \(X=\mathrm{DY}=\mathrm{DZ}=\mathrm{DRX}=\mathrm{DRY}=\mathrm{DRZ}=0\)

Loading in \(B\):

  • \(\mathrm{FX}=1000N\)

  • \(\mathrm{FY}=1100N\)

  • \(\mathrm{FZ}=1200N\)

  • \(\mathrm{MX}=1300\mathrm{N.m}\)

  • \(\mathrm{MY}=1400\mathrm{N.m}\)

  • \(\mathrm{MZ}=1500\mathrm{N.m}\)

8.2. 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.

_images/10000000000001BD000001AF03EC23B5B32C927B.png

8.3. Tested sizes and results#

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.