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EFFICIENT SOLUTION OF THE 3D LAPLACE PROBLEM FOR NONLINEAR WAVE-STRUCTURE INTERACTION

机译:非线性波结构相互作用的3D Laplace问题的有效解

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This contribution presents our recent progress on developing an efficient solution for fully nonlinear wave-structure interaction. The approach is to solve directly the three-dimensional (3D) potential flow problem. The time evolution of the wave field is captured by integrating the free-surface boundary conditions using a fourth-order Runge-Kutta scheme. A coordinate-transformation is employed to obtain a time-constant spatial computational domain which is discretized using arbitrary-order finite difference schemes on a grid with one stretching in each coordinate direction. The resultant linear system of equations is solved by the GMRES iterative method, preconditioned using a multigrid solution to the linearized, lowest-order version of the matrix. The computational effort and required memory use are shown to scale linearly with increasing problem size (total number of grid points). Preliminary examples of nonlinear wave interaction with variable bottom bathymetry and simple bottom mounted structures are given.
机译:这一贡献展示了我们在开发用于完全非线性波结构相互作用的有效解决方案方面的最新进展。该方法是直接解决三维(3D)势流问题。通过使用四阶Runge-Kutta方案对自由表面边界条件进行积分来捕获波场的时间演化。使用坐标变换来获得时间恒定的空间计算域,该时间计算空间域使用任意阶有限差分方案在网格上进行离散化,该网格在每个坐标方向上都有一个拉伸。最终的方程组线性系统通过GMRES迭代方法求解,该方法使用针对矩阵的线性化最低阶版本的多重网格解决方案进行了预处理。计算结果和所需的内存使用量显示随着问题大小(网格点总数)的增加而线性增长。给出了具有可变底部测深法和简单的底部安装结构的非线性波相互作用的初步示例。

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