5. C modeling#
5.1. Characteristics of modeling#
The modeling is 3D for the concrete ring and CABLE_GAINE for the cable. The behavior for the cable is of the type “GLISSANT”.
The cable and the concrete are completely embedded, only the sliding of the cable is allowed. The degree of freedom GLIS is set to 0 for the group of nodes” ANCR1 “and to 0.1 for the group of nodes” ANCR2 “.
5.2. Characteristics of the mesh#
The mesh contains 20 elements of type HEXA8 and 20 elements of type SEG3.
5.3. Tested sizes and results#
The values tested are analytical and presented in § 2.2.1.
Mesh \(\mathit{M95}\) is defined by \(a\mathrm{=}\mathrm{55,06}\) for its first node.
Mesh \(\mathit{M89}\) is the first mesh of the cable starting from ANCR1.
Identification |
Reference type |
Reference value |
Tolerance |
Total reaction |
“ANALYTIQUE” |
-5.888734E6 |
|
Reaction on item \(\mathit{M95}\) |
“ANALYTIQUE” |
462500 |
|
Mesh \(\mathit{M89}\) - point 1 - \(N\) |
“ANALYTIQUE” |
2.9443664E6 |
|