Vessel data: Calculation data
The calculation data give you overall control of the ways in which the vessel's static position and dynamic motion are determined. You may find vessel modelling overview helpful in identifying the data relevant to the situation you wish to model.
For a vessel whose connection is free, you can control whether the static analysis calculates the static equilibrium position of the vessel, or simply leaves the vessel in its user-specified initial position. Included in static analysis specifies the vessel degrees of freedom, if any, to be included in this calculation. The choices available are:
The loads on the vessel to be taken into account are governed by the included effects. In the static analysis there are no waves, so many of these loads (first order wave load, sum frequency QTF, added mass and damping, manoeuvring and other damping) will be zero, and wave drift load will only include the mean drift load (allowing for wave drift damping, if included), not any slowly varying contribution.
When conducting time domain analysis OrcaFlex provides two forms of vessel motion, primary and superimposed, for a vessel whose connection is free. When both are applied, this is done concurrently with the latter being (as the names suggest) superimposed on the former. The vessel modelling overview contains some examples of the way in which these different forms of motion can be used.
The primary motion determines what we refer to, in OrcaFlex, as the primary position of the vessel. The primary motion takes one of the following forms:
The superimposed motion is applied as an offset from the position given by the primary motion. It takes one of the following forms:
For a frequency domain analysis, the data required depend on the solution frequencies being solved for. For a low frequency solve you will need to define the form of the low frequency motion; correspondingly, for a wave frequency solve you will need to define the form of the wave frequency motion; and a low frequency solve with combined linearisation will require both. These two forms then define the motion of the vessel about the position determined by the static analysis.
Vessel low frequency motion takes one of the following forms:
Vessel wave frequency motion has the following possible forms:
For all types of analysis, each of the following vessel load effects can be included in the analysis by ticking its corresponding check box on the calculation page of the vessel data form:
|Notes:||Included effects will only influence the vessel static equilibrium position if included in static analysis is other than none.|
|In the time domain included effects will only influence the vessel motion if the primary motion is one of the calculated forms.|
|In the frequency domain included effects will only affect the vessel motion if the wave frequency or low frequency motion takes one of the calculated forms. In addition, the different load effects are associated with low frequencies, wave frequencies, or in some cases both. When a load effect is, for instance, associated with wave frequencies only, it is not applied in a low frequency solve even if the corresponding included effect check box is ticked. Likewise, when a load effect is associated with low frequencies only, it is not applied in a wave frequency solve even if the corresponding included effect check box is ticked.|
In time domain analysis, some of the included effects depend on only the low frequency primary motion, some depend on only the wave frequency primary motion, and some depend on all the primary motion. For details see vessel modelling overview. Consequently, if a vessel has any primary motion, you must choose whether the primary motion is treated as all low frequency, all wave frequency, or a mixture of both low and wave frequency.
If you choose it to be a mixture of both, you must also define a dividing period that is used to filter the primary motion into its low frequency and wave frequency components so that the calculation can use the appropriate part for each load.
Broadly speaking, components of the vessel motion with periods longer than the dividing period will contribute to the low frequency motion, and those components with shorter periods will contribute to the wave frequency motion. The dividing period should ideally be well above the highest period of the significant wave frequency response of your vessel, and at the same time well below the lowest period of significant slow drift response. Review the filter cutoff graphs using your chosen dividing period to obtain an estimate of the period range the filter will require before wave frequency input is fully attenuated.
The use of loads based on diffraction analysis data in the time domain is, implicitly, an extrapolation of the behaviour from the linear, small wave height assumptions used by potential theory.
This extrapolation arises because the waves in an OrcaFlex simulation are full size, not infinitesimally small. If vessels follow the example of other OrcaFlex objects, then the vessel response to these full size waves will affect its subsequent position and orientation, and therefore loading, leading to nonlinear behaviour – but the quadratic part of such an extrapolation is already represented by the vessel QTF data. Nonlinear vessel behaviour in OrcaFlex could therefore lead to double-counting of some of the QTF load. The calculation mode allows you to choose how such double-counting should be avoided:
The new in version 10.0 notes are a good place to read about the difference between these options. Some initial recommendations can also be presented here regarding this choice:
In cases where a floating body is well-modelled by diffraction theory, our experience is that both calculation modes give similar behaviour.
The canonical reference for the applicability of diffraction data to large volume structures is the diagram presented by Chakrabarti, 1987, and reproduced in, for example, DNV-RP-C205. This diagram provides a comparison between a chosen characteristic dimension for your structure and the wavelengths of the applied environment. In addition, for time domain analysis, we must consider full size wave conditions. Diffraction analysis assumes that the vessel hull wetted surface and submerged volume do not change significantly. This may no longer be true for vessel behaviour in high seastates, and closely matching results from the two calculation modes cannot always be expected.
In the frequency domain, load effects based on the results of diffraction analysis can be applied in either a heading frame, which remains horizontal at all times, or in a frame which rotates out of the horizontal plane. Typical vessel rotations away from horizontal are not large, so it is expected that this choice will not usually make a significant difference to simulation results.
The choice of frame of reference is made via the calculation mode data item. Choosing the frame of application for loading usually makes a more significant difference in time domain analysis, so the options are labelled according to their time domain consequences:
When the filtering calculation mode is used, you must choose how to calculate the roll and pitch angles used as input to the hydrostatic stiffness load. Two options are available: subtraction and orientation.
The two methods are equivalent if the vessel type has zero datum trim angle. For significantly non-zero datum trim angle, we believe that the orientation method is preferable.
Determines whether OrcaFlex should modify the imposed velocity and acceleration values to be consistent with the implicit integration scheme. This data is only relevant when the vessel has superimposed motion; or the primary motion is set to prescribed, time history or externally calculated.
A vessel may be connected as a child object to another parent object. In this case, the vessel's motion is determined by that of the parent object to which it is connected, and many of the calculation options (such as prescribed motion, or any superimposed motion) cannot be permitted. So, for a vessel with a connection other than free, we take away the choices for static analysis and for primary and superimposed time domain motion and impose the following:
In the case of frequency domain analysis, child vessels are not permitted: the vessel connection may only be free.