more and more attention has been paid to the development of ocean resource.Especially in the deep ocean
the development of the resource and energy usually depends on the large floating structures.Multibody platforms are usually used in VLFS(very large floating structure)to ensure the stability of the floating structure under the impact of sea waves.Because of the multibody structure
the hydrodynamic characteristics of the platform are very complex.This paper proposes a full Lagrangian algorithm by coupling moving particle semi-implicit method(MPS)and discrete element method(DEM).A two-dimensional numerical wave tank was established and the wave generation model was modified to enhance the accuracy of the numerical wave.Moreover
the wave absorption model was improved and the computation cost was reduced by 12.1%.Furthermore
the motion response of moored multibody platforms under the influence of regular waves was analy-ed
and the dynamic relationship between sub-pl
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references
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