Trans RINA, Vol 153, Part A4, Intl J Maritime Eng, Oct-Dec 2011
reinforcement of the helideck and aft mooring deck structure through Finite Element (FE) modelling and analysis of the local structure, see Figure 9a. Figure 9b shows a drawing of an FE model element plot depicting the upper part of the helideck structure together with the additional reinforcement supports. A simplified forced damped analysis is performed in order to ensure that both the modal strength is reduced and the natural frequencies move at higher values.
3.2
CAVITATION REDUCTION USING VORTEX GENERATORS (VG’s)
In order to mitigate the uncomfortable vibration level in steering deck and after mooring deck as indicated earlier (see Figure 3), propeller excitation forces are required to be further reduced through wake flow improvement in front of the propeller. In this specific case, it is found that the main cause of the uncomfortable vibration on stern structures stems from adverse stern wake quality in front of propeller. Instead of the most common cause, usually
Figure 9a: Proposed local reinforcement plan to change the natural frequency of the helideck and aft mooring deck of the structure.
Figure 9b: FE Model of the local reinforcement to change the natural frequency of the helideck and aft mooring deck.
Cooling Water Discharge Hole affecting the flow
Vortex Generator (VG)
Propeller
Figure 10: Cooling water discharging hole in front of propeller. ©2011: The Royal Institution of Naval Architects A-267
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