Feedback

Faculté des Sciences appliquées
Faculté des Sciences appliquées
MASTER THESIS
VIEW 20 | DOWNLOAD 857

Assessment of Roll Stabilization Systems for Heavy Lift Ships

Download
Mathew, Nikhil ULiège
Promotor(s) : Kornev, Nikolai ; Rathje, Helge
Date of defense : 2016 • Permalink : http://hdl.handle.net/2268.2/6198
Details
Title : Assessment of Roll Stabilization Systems for Heavy Lift Ships
Author : Mathew, Nikhil ULiège
Date of defense  : 2016
Advisor(s) : Kornev, Nikolai 
Rathje, Helge 
Committee's member(s) : Domnisoru, Leonard 
Language : English
Number of pages : 108
Discipline(s) : Engineering, computing & technology > Civil engineering
Target public : Researchers
Professionals of domain
Student
Institution(s) : Université de Liège, Liège, Belgique
Degree: Master de spécialisation en construction navale
Faculty: Master thesis of the Faculté des Sciences appliquées

Abstract

[en] Heavy-lift ships are vessels designed to move very large loads that cannot be handled
by normal vessels, and lately heavy lift ships have been widely used in the offshore industry
for offshore installation projects which requires large operational time window. As majority
of the lifting operations are done at zero speed condition the dependency on roll motion is
very high, which make it necessary to install roll stabilization system on such vessels.
There are many roll stabilization systems which are being commonly used in the
maritime industry, but, most of the stabilization systems become obsolete at zero speed
condition and hence the only effective systems left are passive fins and anti roll tanks. But,
both these systems have constraints ,like, anti-roll tanks utilizes large stowage area of the
vessel which effect the profit of the company, as well as, retrofitting of these systems are
really complicated. Similarly, passive fins have the limitation on its size, as the size of the fins
increases the resistance. So a new stabilization system has to be designed which is effective,
economical and has the possibility to be fitted to a vessel whenever required without affecting
its stowage area or the hull form resistance. As a solution it was found that if there is a
possibility to fit a large plate on the vessel, then, it will act as a damping system which can
reduce the roll motion. Even though, the system seems simple, there can be ‘n’ number of
possibilities which make it necessary to perform an optimization analysis.
Before running the optimization, it is necessary to accurately estimate the roll motion
by considering the non-linearity due to viscosity. Majority of the motion analysis softwares
used in the industry are potential solvers, which do not analyze the viscous component. So to
consider the non linear viscous damping, a roll decay test is performed but, since
experimental tests are expensive, numerical simulation using RANSE solver (Star CCM+)
was used. Finally, by using roll decay results and ITTC recommendations, the non-linear
damping coefficient is estimated and the non linear roll RAO of the vessel is computed
accurately using a potential solver. Now the optimization using genetic algorithm can be
performed for finding the best plate which gives minimum roll RAO and minimum structure
weight. So by considering the oscillatory drag coefficient of the plate it’s possible to estimate
the roll RAO of the vessel with plate and using simple beam theory the best plate structure for
a pressure distribution was calculated which is used to compute the weight of the structure.
Finally, the best plate configuration obtained is compared with all the possibilities of
fixing a passive anti roll U-tank in the vessel and for designing the U-tank the theory put forth
by Lloyd in 1989 is used. Ultimately the most feasible solution out of the above is proposed.


File(s)

Document(s)

File
Access Nikhil Mathew- Full Thesis 5th Cohort, Feb 2016 (URO).pdf
Description: -
Size: 4.12 MB
Format: Adobe PDF

Author

  • Mathew, Nikhil ULiège Université de Liège - ULiège >

Promotor(s)

Committee's member(s)

  • Domnisoru, Leonard
  • Total number of views 20
  • Total number of downloads 857










All documents available on MatheO are protected by copyright and subject to the usual rules for fair use.
The University of Liège does not guarantee the scientific quality of these students' works or the accuracy of all the information they contain.