4. B modeling

4.1. Characteristics of modeling

The models POU_D_E, POU_D_T, POU_D_TG, POU_D_EM and POU_D_TGM are assigned to the mesh in turn.

4.2. Characteristics of the mesh

The mesh consists of 10 SEG2 meshes.

The correspondence between the local coordinate system and the global coordinate system is specified:

Local frame	Global frame of reference
x	Z
y	Y
z	-X

4.3. Tested sizes and results

The values tested are the same regardless of the beam modeling.

4.3.1. Distributed torsional moment

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MZ or MT.

Node	Field	Component	Reference Value	Tolerance (%)
A	REAC_NODA	DRZ		-1500.0	0.1

4.3.2. Bending moment distributed along Y

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MY or MFY.

It is specified that the node \(B\) is supported according to \(X\).

Node	Field	Component	Reference Value	Tolerance (%)
A	REAC_NODA	DX	1625.0	0.1
A	REAC_NODA	DRY	125.0	0.1
B	REAC_NODA	DX	-1625.0	0.1

4.3.3. Bending moment distributed according to X

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MX or MFZ.

It is specified that the node \(B\) is supported according to \(Y\).

Node	Field	Component	Reference Value	Tolerance (%)
A	REAC_NODA	DY	1625.0	0.1
A	REAC_NODA	DRX	-125.0	0.1
B	REAC_NODA	DY	-1625.0	0.1