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*SYNTHEPRO
Data format:
An arbitrary number of lines with up to 15 values each
\(IPRO\) \(XLo\) \(Mlo\) \(DiamH\) \(Cd\) \(Cm\) \(Cdl\) \(Cml\) \(EAs\) \(Eaqs\) \(EAd\) \(BKL\) \(Kr_{inf}\) \(ML_{lim}\) \(coef_{kr}\)
Status :
Optional
Restriction :
The number of properties is limited to MAXPRO, which is version dependent.
Details :
| Parameter | Description |
|---|---|
| \(IPRO\) | reference number |
| \(Xlo\) | element length |
| \(Mlo\) | linear mass |
| \(DiamH\) | Hydraulic diameter |
| \(Cd\) | normal drag coefficient |
| \(Cm\) | normal inertia coefficient |
| \(Cdl\) | tangent drag coefficient |
| \(Cml\) | tangent inertia coefficient |
| \(EA_s\) | axial stiffness for static analysis (istep 0) |
| \(EA_{QS}\) | axial stiffness for quasi-static analysis (istep > 0) |
| \(EA_{dyn}\) | dynamic axial stiffness |
| \(BKL\) | breaking load |
| \(Kr_{inf}\) | see note. Default value=21 |
| \(ML_{lim}\) | see note. Default value=10 |
| \(Coef_{kr}\) | see note. Default value=14/40 |
Note
If \(EA_{dyn} = 0\), the breaking load must be given. The dynamic axial stiffness will then be automatically evaluated as following :
\(T_{mean}\) is the mean load at the end of the quasi-static calculations
\(ML = 100*T_{mean}/BKL\)
then EAd = KrBKL*
\[
K_r =
\begin{cases}
Kr_{inf} & \text{si } ML < ML_{lim} \\
Kr_{inf}+coef_{kr}(ML-ML_{lim}) & \text{else}
\end{cases}
\]
