5. C modeling#
5.1. Characteristics of the mesh#
The mesh of the beam is composed of a SEG2 element.
The mesh of the section is composed of 4 quadrilateral elements.
Node group \(\mathit{ENC}\) is composed of node \(\mathit{P1}\).
Node group \(\mathit{CHA}\) is composed of node \(\mathit{P2}\).
5.2. Characteristics of modeling#
This is a POU_D_TGM model (elements with 3 Gauss points). The spin angle is \(0°\).
Modeling:
MOPOU = AFFE_MODELE (MAILLAGE = MAPOU,
AFFE =_F (TOUT =” OUI “, PHENOMENE =” MECANIQUE”,
MODELISATION =” POU_D_TGM “,),
)
Boundary conditions:
BLOCAGE = AFFE_CHAR_MECA (MODELE =MO,
DDL_IMPO =_F (GROUP_NO =” ENC “,
DX=0.0, DY=0.0, DZ=0.0, DRX =0.0, =0.0, DRY =0.0, DRZ =0.0,),
)
Mechanical loading:
CHARGE = AFFE_CHAR_MECA (MODELE =MO,
FORCE_NODALE =_F (GROUP_NO =” CHA “, FX=100, FY=100, FZ=100. ),
)
Assignment of the characteristics of the elements:
POUCA_0 = AFFE_CARA_ELEM (MODELE = MOPOU, GEOM_FIBRE =GF,
POUTRE =_F (GROUP_MA =( “POUTRE”),
SECTION =” RECTANGLE “, CARA =(” HY “,” HZ “), VALE =( 0.2,0.1),
PREC_AIRE =5., PREC_INERTIE =10.,),
ORIENTATION =_F (GROUP_MA =( “POUTRE”), CARA =” ANGL_VRIL “, VALE =0.0,),
MULTIFIBRE =_F (GROUP_MA =( “POUTRE”), GROUP_FIBRE =( “SBET”,),
)
5.3. Tested values and results#
Coordinated mesh SG01 |
Point integration |
Sub-point |
Reference |
|
COOR_X |
2 |
1 |
1 |
0.954438454 |
COOR_X |
2 |
2 |
2 |
1.025149132 |
COOR_X |
2 |
3 |
3 |
1.045561546 |
COOR_X |
2 |
4 |
4 |
0.974850868 |
COOR_Y |
2 |
1 |
1 |
1.025149132 |
COOR_Y |
2 |
2 |
2 |
0.954438454 |
COOR_Y |
2 |
3 |
3 |
0.974850868 |
COOR_Y |
2 |
4 |
4 |
1.045561546 |
COOR_Z |
2 |
1 |
1 |
1.020412415 |
COOR_Z |
2 |
2 |
2 |
1.020412415 |
COOR_Z |
2 |
3 |
3 |
0.979587585 |
COOR_Z |
2 |
4 |
4 |
0.979587585 |
All the tolerances are the ones by default: \(1.0E-3\)