2014
DOI: 10.1063/1.4893677
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Numerical studies of two-dimensional hydroelastic periodic and generalised solitary waves

Abstract: Hydroelastic waves propagating at a constant velocity at the surface of a fluid are considered. The flow is assumed to be two-dimensional and potential. Gravity is included in the dynamic boundary condition. The fluid is bounded above by an elastic sheet which is described by the Plotnikov-Toland model. Fully nonlinear solutions are computed by a series truncation method. The findings generalised previous results where the sheet was described by a simplified model known as the Kirchhoff-Love model. Periodic an… Show more

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Cited by 19 publications
(20 citation statements)
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“…From then on, analytical and numerical investigations of this new model have been gradually carried out. Of note are the works of Toland (2008), who rigorously proved the existence of periodic hydroelastic waves, Guyenne & Pȃrȃu (2012), who discovered that both elevation and depression branches exist below the minimum of the phase speed at finite amplitude in deep water, Wang, Vanden-Broeck & Milewski (2013), who extended the branch of elevation solitary waves to the highly nonlinear regime with the wave profiles featuring multi-packet structure and computed periodic waves with an overhanging structure, Gao & Vanden-Broeck (2014), who investigated generalised solitary waves extensively, and Page & Pȃrȃu (2014), who considered nonlinear hydroelastic hydraulic falls past a submerged bottom obstruction.…”
mentioning
confidence: 99%
“…From then on, analytical and numerical investigations of this new model have been gradually carried out. Of note are the works of Toland (2008), who rigorously proved the existence of periodic hydroelastic waves, Guyenne & Pȃrȃu (2012), who discovered that both elevation and depression branches exist below the minimum of the phase speed at finite amplitude in deep water, Wang, Vanden-Broeck & Milewski (2013), who extended the branch of elevation solitary waves to the highly nonlinear regime with the wave profiles featuring multi-packet structure and computed periodic waves with an overhanging structure, Gao & Vanden-Broeck (2014), who investigated generalised solitary waves extensively, and Page & Pȃrȃu (2014), who considered nonlinear hydroelastic hydraulic falls past a submerged bottom obstruction.…”
mentioning
confidence: 99%
“…To carry out a more rigorous investigation on whether true elevation solitary waves exist in the presence of a normal electric field, we follow [13,30] to perform a numerical investigation by monitoring the curvature of the solution at the right end of the computational domain, denoted by κ 0 , for a fixed τ and various E b . As can be seen clearly from Fig.…”
Section: Travelling Wavesmentioning
confidence: 99%
“…14 Milewski et al 15 computed solitary waves in deep water using the same model for ice and performed direct time-dependent computations based on conformal mapping techniques. The fully nonlinear model for ice was considered in Guyenne and Părău 16,17 when computing solitary waves and by Gao and Vanden-Broeck 18 for both periodic and solitary waves. A more general discussion considering periodic interfacial waves with and without mass is seen in Akers et al 9,19 where a different parameterization of the problem was considered.…”
Section: Introductionmentioning
confidence: 99%