Numerical modeling of extreme wave slamming on cylindrical offshore support structures
Document Type
Conference Proceeding
Date of Original Version
12-1-2006
Abstract
In this paper, we study the impact on cylindrical piles of extreme waves (freak waves), generated by directional wave focusing. Waves are numerically modeled based on a boundary element discretization of fully nonlinear potential flow equations with free surface evolution. Higher-order boundary elements are used for the spatial discretization, and a higher-order time integration scheme based on the Taylor series expansion is applied. We model the pressure impact of a freak wave on a cylindrical offshore support structure, as the slamming process of a wave front around a circular cross-section, by a finite volume - volume of fluid approach. Results are analyzed in detail and compared to an analytic solution and to experimental results. Finally, the full loading on a cylindrical tower structure, due to a freak wave, is determined. Copyright © 2006 by The International Society of Offshore and Polar Engineers.
Publication Title, e.g., Journal
Proceedings of the International Offshore and Polar Engineering Conference
Citation/Publisher Attribution
Corte, Carsten, and Stéphan T. Grilli. "Numerical modeling of extreme wave slamming on cylindrical offshore support structures." Proceedings of the International Offshore and Polar Engineering Conference (2006): 394-401. https://digitalcommons.uri.edu/oce_facpubs/165
