4. Results of modeling A

4.1. Tested values

4.1.1. Linear density of normal force on the vertical section of the concrete plate

The values extracted from field SIEF_ELNO from STAT_NON_LINE are compared to the theoretical reference values. Extraction is done on mesh \(\mathit{QD001001}\) representing the concrete plate.

The component that the tests focus on is \(\mathit{NXX}\).

The tolerance for relative deviation from the reference is 10—6%.

Node	Reference Value	Tolerance
NB001001	—9.99125765.104N/m	—4.43.10— 11%
NB001002	—9.99125765.104N/m	—4.43.10— 11%
NB002001	—9.99125765.104N/m	—4.43.10— 11%
NB002002	—9.99125765.104N/m	—4.43.10— 11%

4.1.2. Horizontal displacement of the nodes of the concrete plate

The values extracted from field DEPL from STAT_NON_LINE are compared to the theoretical reference values.

The component that the tests focus on is \(\mathit{DX}\).

The tolerance for relative deviation from the reference is 10—6%.

Node	Reference Value	Tolerance
NB001002	—1,11013974.10—5m	—1,05.10— 9%
NB002002	—1,11013974.10—5m	—1,05.10— 9%

4.1.3. Normal force in the cable

The values extracted from field SIEF_ELNO from STAT_NON_LINE are compared to the theoretical reference values. The extraction is done on the \(\mathit{SG001001}\) mesh for the \(\mathit{NC001001}\) node, \(\mathit{SG001002}\) for the \(\mathit{NC001002}\) node, for the node, \(\mathit{SG001003}\) for the \(\mathit{NC001003}\) node, and \(\mathit{SG001004}\) for the nodes \(\mathit{NC001004}\) and \(\mathit{NC001005}\).

The component that the tests focus on is \(N\).

The tolerance for relative deviation from the reference is 10—6%.

Node	Reference Value	Tolerance
\(\mathit{NC001001}\)	1,99825153.105N	—4,44.10— 11%
\(\mathit{NC001002}\)	1,99825153.105N	—4,44.10— 11%
\(\mathit{NC001003}\)	1,99825153.105N	—4,44.10— 11%
\(\mathit{NC001004}\)	1,99825153.105N	—4,44.10— 11%
\(\mathit{NC001005}\)	1,99825153.105N	—4,44.10— 11%

4.1.4. Horizontal displacement of cable nodes

The values extracted from field DEPL from STAT_NON_LINE are compared to the theoretical reference values.

The component that the tests focus on is \(\mathit{DX}\).

The tolerance for relative deviation from the reference is 10—6%.

Node	Reference Value	Tolerance
NC001002	—2,77534935.10—6m	—1,05.10— 9%
NC001003	—5,55069869.10—6m	7,56.10— 10%
NC001004	—8,32604804.10—6m	1,56.10— 10%
NC001005	—1,11013974.10—5m	—1,05.10— 9%

4.2. notes

The calculated values actually correspond to those theoretically expected. A state of compression is indeed obtained for the concrete plate.

An infinitesimal difference is observed between the horizontal displacement at node \(\mathit{NC001005}\) belonging to the cable and the horizontal displacement at nodes \(\mathit{NB001002}\) and \(\mathit{NB002002}\) of the concrete plate. The values recorded should be the same, but the rounding errors appearing in the coefficients of the kinematic relationships explain this infinitesimal difference.