Global hydroelastic analysis of ultra large container ships by improved beam structural model

ABSTRACT: Some results on the hydroelasticity of ultra large container ships related to the beam structural model and restoring stiffness achieved within EU FP7 Project TULCS are summarized. An advanced thin-walled girder theory based on the modified Timoshenko beam theory for flexural vibrations wi...

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Bibliographic Details
Main Authors: Ivo Senjanović, Nikola Vladimir, Marko Tomić, Neven Hadžić, Šime Malenica
Format: Article
Language:English
Published: Elsevier 2014-12-01
Series:International Journal of Naval Architecture and Ocean Engineering
Online Access:http://www.sciencedirect.com/science/article/pii/S2092678216302710
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Summary:ABSTRACT: Some results on the hydroelasticity of ultra large container ships related to the beam structural model and restoring stiffness achieved within EU FP7 Project TULCS are summarized. An advanced thin-walled girder theory based on the modified Timoshenko beam theory for flexural vibrations with analogical extension to the torsional problem, is used for formulation of the beam finite element for analysis of coupled horizontal and torsional ship hull vibrations. Special attention is paid to the contribution of transverse bulkheads to the open hull stiffness, as well as to the reduced stiffness of the relatively short engine room structure. In addition two definitions of the restoring stiffness are considered: consistent one, which includes hydrostatic and gravity properties, and unified one with geometric stiffness as structural contribution via calm water stress field. Both formulations are worked out by employing the finite element concept. Complete hydroelastic response of a ULCS is performed by coupling 1D structural model and 3D hydrodynamic model as well as for 3D structural and 3D hydrodynamic model. Also, fatigue of structural elements exposed to high stress concentration is considered. KEY WORDS: Hydroelasticity, Container ship, Beam theory, Restoring stiffness, Finite element method
ISSN:2092-6782