Markulin, Martin
Promotor(s) : Taczala, Maciej
Date of defense : 2012 • Permalink : http://hdl.handle.net/2268.2/6096
Details
Title : | Structural Design of Transverse Bulkhead of a Handymax Bulk Carrier Built in Steel Sandwich Panels |
Author : | Markulin, Martin |
Date of defense : | 2012 |
Advisor(s) : | Taczala, Maciej |
Committee's member(s) : | Rigo, Philippe |
Language : | English |
Number of pages : | 98 |
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] New solutions and technologies offering the viable alternatives to the classical ship structures
are permanently searched in the shipbuilding industry. The alternatives to the classical
structures offer weight, cost and energy consumption reduction. One of the potential options
is all-steel sandwich (corrugated core) panels, developed originally by Meyerwerft Shipyard.
Possibilities of implementation of these structural components in a bulk-carrier’s structure are
investigated in the present dissertation. The concept of the sandwich panels, technology and
state-of-the-art are presented. Structural layout of several different configurations was
investigated with the focus on the weight calculation and structural applicability, strength and
technological aspects; each configuration with different properties and layout. The most
promising configuration was selected from these observations; keeping on mind various
design variables. The selected option finally consists of a double steel sandwich structure
with spacing elements placed in between. The design developed in the dissertation was
compared to the classical corrugated bulkhead. Furthermore, the structural response of
selected design was investigated and the structural capacity was verified by finite element
method. Overall behavior of the structure is checked. The final remarks and comments of
obtained results were given, including possible improvements and recommendations.
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