3. Modeling A#
3.1. Characteristics of modeling#
We use 3D models and BARRE.
3.2. Characteristics of the mesh#
The mesh contains 320 elements of type HEXA20 and 40 elements of type SEG2.
3.3. Tested sizes and results#
We test the displacement, the stresses in the concrete and the force in the \(\mathit{P1P2}\) bar in the middle of the beam.
Identification |
Reference type |
Reference value |
Tolerance |
Point \(\mathit{MID}\) - \(\mathit{DZ}\) |
“SOURCE EXTERNE” |
3.31642E-04 |
|
Point \(\mathit{MID}\) - \(\mathit{DZ}\) |
“NON_REGRESSION” |
3.3164387632833E-04 |
|
Element \(755\) - \(\mathit{SIXX}\) point \(19\) |
“SOURCE EXTERNE” |
7.65317E+05 |
|
Element \(755\) - \(\mathit{SIXX}\) point \(19\) |
“NON_REGRESSION” |
8.4944649489882E+05 |
|
Element \(11\) - \(N\) |
“SOURCE EXTERNE” |
16260 |
|
Element \(11\) - \(N\) |
“NON_REGRESSION” |
15620.717115628 |
|