Wave interaction with an infinite long horizontal elliptical cylinder

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  2. Dr Hao Song
  3. Professor Longbin Tao
Author(s)Song H, Tao L
Editor(s)
Publication type Conference Proceedings (inc. Abstract)
Conference Name30th International Conference on Ocean, Offshore and Arctic Engineering (OMAE2011)
Conference LocationRotterdam, The Netherlands
Year of Conference2011
Legacy Date19-24 June 2011
Volume
Pages589-597
ISBN9780791844335
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Wave-structure interaction in ocean engineering is a major source of unsteady loading and vibration of offshore structures including platforms, risers and long cables. Many efforts focus on vertical structures in which solution procedures can usually be simplified in the plane of mean free surface as the variablein the direction of gravity can be separated. In this paper, wave interaction with an infinite long horizontal elliptical cylinder is solved by a semi-analytical method, namely, the scaled boundary finite-element method (SBFEM). The solution domain is divided into two bounded domains and two unbounded domains with parallel side-faces. The governing partial differential equation (Helmholtz equation) is weakened and transformed to ordinary matrix differential equations in radial direction and are thensolved analytically by SBFEM.
PublisherAmerican Society of Mechanical Engineers (ASME)
URLhttp://www.asmeconferences.org/OMAE2011/TechnicalProgramOverview.cfm#1
DOI10.1115/OMAE2011-49829
NotesVolume 1: Offshore Technology; Polar and Arctic Sciences and Technology 1-16 Hydrodynamics I Paper No. OMAE2011-49829
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