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Numerical Investigations on Responses of Two Moored 3D Floating Structures to Steep Waves

机译:两种系泊3D浮动结构对陡波响应的数值研究

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This paper presents some results about the responses of two moored 3D floating structures to steep waves obtained by using the QALE-FEM (quasi arbitrary Lagrangian-Eulerian finite element) method based on FNPT (fully nonlinear potential theory) models. In this method, the computational mesh is efficiently moved at every time step to conform to the variation of the fluid domain, eliminating the necessity of very costly procedure of regenerating mesh which is required by the conventional FEM method. By using this method, various cases with two moored 3D floating structures in steep waves are numerically simulated and the nonlinearity involved is investigated.
机译:本文介绍了两个锚泊3D浮式结构对基于FNPT(完全非线性势能理论)模型的QALE-FEM(准任意拉格朗日-欧拉有限元)方法获得的陡波的响应结果。在这种方法中,计算网格在每个时间步均有效地移动以适应流体域的变化,从而消除了传统FEM方法所需的非常昂贵的网格再生程序。通过使用此方法,对在陡波中具有两个停泊的3D浮动结构的各种情况进行了数值模拟,并研究了其中涉及的非线性。

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