3. Modeling A#
3.1. Characteristics of modeling#
The model is composed of 2 Timoshenko straight beam elements.
3.2. Characteristics of the mesh#
2 items POU_D_T
3.3. Tested sizes and results#
3.3.1. Distributed tensile load#
Analytical Results |
Tolerance |
||
Normal effort for \(x=0\) |
|
472.478 N |
1E -3% |
\(t=2/3s\) |
392.944 N |
1E -3% |
|
Normal effort for \(x=L/2\) |
|
0 N |
1E-6 N (*) |
\(t=2/3s\) |
0N |
1E-6N (*) |
(*) Absolute difference
3.3.2. Point load#
3.3.2.1. Traction loading#
Normal effort « » EFGE_ELNO « » for \(x=0\)
Analytical Results |
Tolerance |
||
\(t=1/3s\) |
944.957 N |
1E -3% |
|
\(t=2/3s\) |
785.887 N |
1E -3% |
3.3.2.2. Torsional loading#
Torsional moment « » EFGE_ELNO « » for \(x=0\)
Analytical Results |
Tolerance |
||
\(t=1/3s\) |
944.957 N.m |
E1 -3% |
|
\(t=2/3s\) |
785.887 N.m |
E1 -3% |