Depending on the analysis, it is possible to set a starting position and/or a starting velocity for a structure using the Details panel in a Starting Conditions object.
A Starting Conditions object can be included in the Outline of an analysis system when the Computation Type in the Analysis Settings is set to either Stability Analysis or Time Response Analysis. In each instance, varying restrictions apply, resulting in hidden fields in the Details panel. These restrictions are described in Setting the Position Starting Conditions and Setting the Velocity Starting Condition.
Note: A Starting Conditions object can not be included in the Outline if the Computation Type is set to Frequency Statistical Analysis
Starting conditions are attached to a particular structure, so you must select the Structure to which the starting conditions should be associated to.
Position and Velocity can be set to either Program Controlled or Manual Definition. When Program Controlled is selected, the conditions will be based on the conditions associated with the geometry at the time the analysis is being solved using the RDEP option in the solver file. When Manual Definition is selected (as shown in the image below), you can define the appropriate values for the analysis' starting positions and/or starting velocity. For more information, refer to: Administration and Calculation Options for the Aqwa Suite in the Aqwa Reference Manual
For a given set of environmental conditions in a Stability Analysis, it is sometimes possible for there to be more than one solution in which the forces acting on the system are equilibrated.
Consider a symmetric vessel, anchored at the bow, in a beam sea: the wave forces on the vessel become more balanced whether the vessel swings towards the direction of the wave, or away from the direction of the wave, as shown in Figure 5.11: Possible Equilibrium Positions.
There is usually a preferred state that should be used as the starting condition for a subsequent Frequency Statistical Analysis or Time Response Analysis. In the case above, it is expected that the bow of the vessel points toward the incoming waves. Due to the iterative method used by Aqwa to determine equilibrium position, it is not always possible to predict which equilibrium position the solution will converge towards.
To encourage convergence towards the expected equilibrium position, you can add a Starting Conditions object to define the starting position of a structure (or group of articulated structures) for the first iterative step of a Stability Analysis.
In the Details panel of the Starting Conditions object, there are position conditions which allow you to set translational or rotational offsets about a selected reference point on a structure. The offsets may be relative to the initial geometric position of the structure (as defined in the original CAD geometry), or relative to an existing Fixed Point; alternatively, the absolute position of the reference point may be set directly.
It is only possible to set a starting position when the Computation Type is set to , or when the Computation Type is set to and the Starting Position option is set to or
Once a Structure has been selected, to which the starting position refers to, the Reference Point must be set as a Connection Point attached to the selected structure.
Selecting a Reference Point automatically populates the Position X, Position Y, and Position Z fields with the absolute position of the selected Connection Point.
The Definition field of Translational Position can be set to , , or .
Modifying the absolute Position X, Y, and Z applies a translation to the position of the selected Reference Point in the Fixed Reference Axes (FRA).
Changing the Definition field to displays the Relative Position X, Relative Position Y, and Relative Position Z fields. Varying the Relative Position X, Y, and Z in this mode applies a translation to the position of the selected reference point in an axis system whose origin lies at the original position of the reference point, and whose axes lie parallel to the Fixed Reference Axes (FRA).
Changing the Definition field to displays the Fixed Point field, which allows you to select an existing Fixed Point from the Geometry. In this mode, the Relative Position X, Y, and Z are defined in an axis system whose origin lies at the position of the selected Fixed Point, and whose axes lie parallel to the Fixed Reference Axes (FRA).
The Absolute Position or Relative Position X, Y, and Z are initialized with values described in the following table:
| Definition | Initial Values |
|---|---|
| Absolute Position | Current position of Reference Point in FRA |
| Relative to Geometric Position | Difference between current position of Reference Point in FRA and original geometric position of Reference Point in FRA |
| Relative to Fixed Point | Difference between current position of Reference Point in FRA and position of Fixed Point in FRA |
The Rotation About Reference Point fields Rotation RX, Rotation RY, and Rotation RZ allow you to rotate the selected structure about an axis system centered on the selected reference point, and whose axes lie parallel to the Fixed Reference Axes (FRA).
The positions of structures within an articulated group, relative to one another, are not changed by the application of a Starting Position. Translations and rotations due to a Starting Position are applied as if the articulations within that group are rigid.
A Starting Position may only be applied to a structure whose position is not already defined in some way. The Structure field is invalid if the structure is:
Already selected in another Starting Position object.
Connected by a Joint, or sequence of Joints, to a Fixed Point.
Connected by a Joint, or sequence of Joints, to a structure which is already selected in another Starting Position object.
In the latter two cases, if the initial position of the structure needs to be modified, you should instead re-define the Alignment Method of the Joint Axes (see Joints).
The velocity field is defined for a selected Structure at its COG location. Therefore, there is no need to specify a reference point.
The 6 degrees of freedom for the starting velocity can be set only when a Structure has been selected, and the Computation Type in the Analysis Settings is set to Time Response Analysis and the upstream analysis is not of the same type.
Note: It is not possible to set the starting velocity when Computation Type is set to Stability Analysis.
These starting conditions correspond to the velocity field at the Centre of Gravity.
