Adaptive dual boundary element method for solving oblique incident wave passing a submerged breakwater

DOI10.1016/j.cma.2006.06.002zbMath1120.76343OpenAlexW2128506199MaRDI QIDQ2459251

Yanyan Li

Publication date: 5 November 2007

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2006.06.002

zbMATH Keywords

hypersingular equationerror indicatordual boundary integral equationoblique incident wavebreakwaterAdaptive meshlocal error norm

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Boundary element methods applied to problems in fluid mechanics (76M15)

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Singular boundary method using time-dependent fundamental solution for scalar wave equations ⋮ A direct coupling numerical method for solving three-dimensional interaction problems of wave and floating structures ⋮ Degenerate scale for 2D Laplace equation with mixed boundary condition and comparison with other conditions on the boundary ⋮ Numerical implementation of the EDEM for modified Helmholtz BVPs on annular domains ⋮ Numerical algorithm with high accuracy for the modified Helmholtz equation with Robin boundary value problem ⋮ An integral equation-based numerical method for the forced heat equation on complex domains ⋮ A two-dimensional adaptive nodes technique in irregular regions applied to meshless-type methods ⋮ Singular boundary method for modified Helmholtz equations ⋮ ZZ-type a posteriori error estimators for adaptive boundary element methods on a curve ⋮ Numerical investigation on the obliquely incident water wave passing through the submerged breakwater by singular boundary method

Cites Work

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