Hello all,
I am modelling the OC4 DeepCWind semisubmersible FOWT using first order potential flow and am trying to extract all individual hydrodynamical load components.
Based on OutlistParameters.xlsx
I have found following contributions:
- Total hydrodynamic and -static loads:
HydroFxi
- Hydrostatic loads:
B1HdSFxi
- Diffraction loads:
B1WvsF1xi
- Radiation loads:
B1RdtFxi
Based on this I calculated the following:
- Hydrodynamic loads:
HydroFxi - B1HdSFxi
- Froude-Krylov loads:
HydroFxi - B1HdSFxi - B1WvsF1xi - B1RdtFxi
However, the results for the Froude-Krylov loads are not what I expected:
As I have regular waves as input, together with the documentation (4.10.4.5) which says:
When coupled to FAST, the hydrodynamic loads computed by HydroDyn are applied to the displaced position of the substructure (i.e., the displaced platform in ElastoDyn and/or the displaced substructure in SubDyn), but are based on wave kinematics at the undisplaced position.
I would have expected to get sinusoidal loads for the Froude-Krylov forces, similar to the diffraction forces. Does anyone know what is going wrong or can anyone explain these results to me?
Also while digging through the documentation I found the following (4.10):
In the former, potential-flow hydrodynamic loads include linear hydrostatic restoring, the added mass and damping contributions from linear wave radiation (including free-surface memory effects), and the incident-wave excitation from first- and second-order diffraction (Froude-Kriloff and scattering).
However, to my knowledge Froude-Krylov and first-order diffraction are something else entirely and should both be used for the analysis of a floating structure.
Kind regards,
Victor Rappe