4. B modeling#
4.1. Characteristics of modeling#
POU_D_T_GD (\(\mathrm{3D}\) beam in large rotations).
modeling POU_D_T_GD.
4.2. Characteristics of the mesh#
Number of knots: 11
Number of meshes and type: 10 SEG2
4.3. Tested sizes and results#
The incremental analysis is carried out in the pseudo-time interval \(\mathrm{[}\mathrm{0 }\mathrm{:}6\mathrm{]}\) in 60 load steps.
4.3.1. History of horizontal rotation \(\text{DRY}\) (radians) at loaded nodes#
Instant |
Moment m |
Reference Type |
Reference |
Tolerance (%) |
0.3 |
“ANALYTIQUE” |
—0.3000E+00 |
0.1 |
|
0.6 |
“ANALYTIQUE” |
—0.6000E+00 |
0.1 |
|
1.0 |
“ANALYTIQUE” |
—1.0000E+00 |
0.1 |
|
3.0 |
“ANALYTIQUE” |
—3.0000E+00 |
0.1 |
|
6 |
600 |
“ANALYTIQUE” |
-6.0000E+00 |
0.1 |
4.3.2. History of horizontal displacement \(\text{DX}(\text{m})\) at loaded nodes#
Instant |
Moment \(m\) |
Reference Type |
Reference |
Tolerance (%) |
0.3 |
“ANALYTIQUE” |
—1.4932E-01 |
0.3 |
|
0.6 |
“ANALYTIQUE” |
—5.8934E+01 |
0.3 |
|
3.0 |
“ANALYTIQUE” |
—9.5296 |
0.3 |
|
6 |
600 |
“ANALYTIQUE” |
—10.4657 |
0.3 |
4.3.3. History of vertical displacement \(\text{DZ}(\text{m})\) at loaded nodes#
Instant |
Moment \(m\) |
Reference Type |
Reference |
Tolerance (%) |
0.3 |
“ANALYTIQUE” |
1.4887E+00 |
0.1 |
|
0.6 |
“ANALYTIQUE” |
2.9110E+00 |
0.1 |
|
3.0 |
“ANALYTIQUE” |
6.6333 |
0.5 |
|
6 |
600 |
“ANALYTIQUE” |
6.638286E—02 |
2.0 |