Finite element simulation of fully non‐linear interaction between vertical cylinders and steep waves. Part 1: methodology and numerical procedure

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Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition (2007, background): “diffraction around bottom-mounted structures include Ma et al. [ 8 ], Turnbull et al. [9], and Wu and Hu [10],”
QALE‐FEM for numerical modelling of non‐linear interaction between 3D moored floating bodies and steep waves (2009, methodology): “8) Update the positions of the free surface using the same method as in [23].”
Accuracy and efficiency of two numerical methods of solving the potential flow problem for highly nonlinear and dispersive water waves (2015, methodology): “Recent work on the direct numerical simulation of the 3D Laplace equation uses finite element [14, 15] and finite difference [16–18] approaches.”
Meshless local Petrov-Galerkin method for two-dimensional nonlinear water wave problems (2005, methodology): “The details of the finite element formulation can be found in [23].”