6. B modeling results#
6.1. Tested values#
6.1.1. Linear density of normal force on the vertical section of the concrete plate#
Node |
Reference Value |
Tolerance |
\(\mathit{N1}\) |
—9.99125765.104N/m |
1.526% |
\(\mathit{N3}\) |
—9.99125765.104N/m |
1.526% |
6.1.2. Normal force in the cable#
Node |
Reference Value |
Tolerance |
\(\mathit{N5}\) |
1,99825153.105N |
—0.001% |
\(\mathit{N6}\) |
1,99825153.105N |
—0.193% |
6.1.3. Normal force in the cable via the POST_RELEVE_T command#
Node |
Reference Value |
Calculated Value |
\(\mathit{N5}\) |
1,998224892.105N |
1,9982248921222.105N |
\(\mathit{N6}\) |
1,994393252.105N |
1,9943932520206.105N |
6.2. notes#
The calculated values actually correspond to those theoretically expected. A state of compression is indeed obtained for the concrete plate.