3. Modeling A#
3.1. Characteristics of modeling#
10 cable elements |
MECABL2entre \(O\) and \({Q}_{1}\), carried by links SEG2; |
1 element |
MEPOULIpassant by pulley \({P}_{1}\) and carried by mesh SEG3 \({Q}_{1}{P}_{1}{R}_{1}\); |
9 elements |
MECABL2entre \({R}_{1}\) and \({Q}_{2}\); |
1 element |
MEPOULIsur \({Q}_{2}{P}_{2}{R}_{2}\); |
1 element |
MECABL2sur the \({P}_{1}C\) suspension. |
3.2. Characteristics of the mesh#
Number of knots: 25
Number of meshes and types: 20 SEG2 meshes and 2 SEG3 meshes
3.3. notes#
Starting from a horizontal rectilinear cable in zero gravity, gravity is applied while increasing the length of the cable between \(O\) and \({P}_{2}\) by \(10m\) by moving \({R}_{2}\) in \({R}_{2}\text{'}\) (\({R}_{\mathrm{2 }}{R}_{2}\text{'}=10m\)). As unstretched straight cables have no stiffness for transverse loads, it is not possible to apply the previous load case from the outset because one would end up with a singular system of equations.
The calculation is therefore done in 2 steps:
we pre-tension the cables by applying tension to the cable itself in \({R}_{2}\) and to the suspension in \({P}_{1}\) (we suggest taking tensions of \(10000N\)).
we continue with the previous equilibrium situation by applying gravity and displacement \({R}_{2}{R}_{2}\text{'}\). The gravity load will be declared of type SUIV, because of the elements MEPOULI whose 2 parts are of variable length.
3.4. Tested sizes and results#
Identification |
Reference |
Left reach arrow \(\mathrm{N6}\) |
-1.3930E+001 |
Right Range Arrow \(\mathit{N19}\) |
-1.3930E+001 |