9. G modeling#
9.1. Characteristics of modeling#
Modeling DKT
9.2. Characteristics of the mesh#
Number of knots: 22
Number of meshes and type: 20 TRIA3 and 22 SEG2
9.3. Tested sizes and results#
The incremental analysis is carried out in the pseudo-time interval \(\mathrm{[}\mathrm{0 }\mathrm{:}5.0\mathrm{]}\) in \(\mathrm{[}80\mathrm{]}\) with no load.
9.3.1. History of horizontal rotation \(\text{DRY}\) at loaded nodes#
Instant |
Couple \(m\) |
Reference Type |
Reference Value |
|
(radians) » |
Tolerance (%) |
|||
0.6 |
“ANALYTIQUE” |
-0.6 |
0.01 |
|
1.2 |
“ANALYTIQUE” |
-1.2 |
0.01 |
|
1.8 |
“ANALYTIQUE” |
-1.8 |
0.01 |
|
3.0 |
“ANALYTIQUE” |
-3.0 |
0.01 |
|
4.0 |
“ANALYTIQUE” |
-4.0 |
0.01 |
|
5.0 |
“ANALYTIQUE” |
-5.0 |
0.01 |
9.3.2. History of horizontal displacement \(\text{DX}\) at loaded nodes#
Instant |
Couple \(m\) |
Reference Type |
Reference Value |
|
\(m\) « |
Tolerance (%) |
|||
0.6 |
“ANALYTIQUE” |
-0.14932644 |
0.25 |
|
1.2 |
“ANALYTIQUE” |
-2.23300762 |
0.25 |
|
1.8 |
“ANALYTIQUE” |
-4.58973538 |
0.5 |
|
3.0 |
“ANALYTIQUE” |
-9.52959997 |
0.1 |
|
4.0 |
“ANALYTIQUE” |
-11.89200624 |
0.15 |
|
5.0 |
“ANALYTIQUE” |
-11.91784855 |
0.1 |
9.3.3. History of vertical displacement \(\text{DZ}\) at loaded nodes#
Instant |
Couple \(m\) |
Reference Type |
Reference Value |
|
\(m\) « |
Tolerance (%) |
|||
0.6 |
“ANALYTIQUE” |
2.91107308 |
0.25 |
|
1.2 |
“ANALYTIQUE” |
5.31368538 |
0.25 |
|
1.8 |
“ANALYTIQUE” |
6.81778941 |
0.25 |
|
3.0 |
“ANALYTIQUE” |
6.63330832 |
0.25 |
|
4.0 |
“ANALYTIQUE” |
4.13410905 |
0.5 |
|
5.0 |
“ANALYTIQUE” |
1.43267563 |
0.8 |
9.3.4. notes#
We use COEF_RIGI_DRZ = 0.001. The value of the angle of rotation reached is 286.2 degrees.