Article ID Journal Published Year Pages File Type
294374 Marine Structures 2007 24 Pages PDF
Abstract

This paper presents a comparative study on the vertical bending moment and pressures between different levels of modelling of nonlinearities based on a 3D time-domain solution scheme. The basic solution method and its successive extensions to model the nonlinear effects are similar to the code LAMP and its various versions [Lin WM, Meinhold M, Salvesen N, Yue DKP. Large amplitude motions and wave loads for ship design. 20th ONR Sym. on Naval Hydrodynamics, Washington D.C.: National Academy Press; 1994. pp. 205–226] although their numerical implementations may differ in details. Results are presented for a large tanker hull and the S175 container hull. It is found that the predictions from the different levels of computations may differ considerably, particularly for the pressures. In general the level 2 computation, which considers modelling of only the nonlinear Froude-Krylov and hydrostatic effects, over-predicts the loads and pressures compared to the most advanced ‘body-exact’ level considered in this paper, where the nonlinearities in the diffraction effect are modelled within certain approximations.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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