AbstractIn this paper, an SPH method based on the SPH–ALE formulation is used for modelling two-phase flows with large density ratios and realistic sound speeds. The SPH scheme is further improved to circumvent the tensile instability that may occur in the SPH simulations. The two-phase SPH solver is then used to model a benchmark problem of liquid impact on a rigid wall. The results are compared with an incompressible Level Set solver. Furthermore, a wave impact on a rigid wall with a large entrained air pocket is modelled. The SPH simulation is initialised by the output of a fully non-linear potential flow solver. The pressure distribution, velocity field and impact pressure are then analysed
In this paper, we engage a Lagrangian, particle-based CFD method, named Smoothed Particle Hydrodynam...
For computational reasons conventional SPH method often rely on a weakly compressible fluid model, b...
Hydraulic structures can be prone to impulsive wave impact, which is a highly stochastic and uncerta...
18 pages, 11 figures, 33 references. Other author's papers can be downloaded at http://www.denys-dut...
AbstractIn this paper, an SPH method based on the SPH–ALE formulation is used for modelling two-phas...
Fluid-structure interaction (FSI) is the condition according to which a fluid comes in contact and i...
International audienceThree different breaking wave impacts against a flat rigid wall have been nume...
AbstractIn this paper, a two-phase numerical model is developed to study the effect of the gas phase...
The present manuscript focuses on the wave impact on a rigid wall in two dimensions. The numerical c...
The evaluation of slamming loads on structures is a challenging problem in both civil and industrial...
In this paper, we applied an incompressible Smoothed Particle Hydrodynamics (SPH) method to investig...
The Smoothed Particle Hydrodynamics (SPH) method has proven to have great potential in dealing with ...
L'étude porte sur l'impact de vagues sur une paroi rigide en deux dimensions. Les travaux de modélis...
Water entry of cylindrical shaped structures is important in the context of loads due to wave impact...
This paper investigates the interaction between large waves and floating offshore structures. Here, ...
In this paper, we engage a Lagrangian, particle-based CFD method, named Smoothed Particle Hydrodynam...
For computational reasons conventional SPH method often rely on a weakly compressible fluid model, b...
Hydraulic structures can be prone to impulsive wave impact, which is a highly stochastic and uncerta...
18 pages, 11 figures, 33 references. Other author's papers can be downloaded at http://www.denys-dut...
AbstractIn this paper, an SPH method based on the SPH–ALE formulation is used for modelling two-phas...
Fluid-structure interaction (FSI) is the condition according to which a fluid comes in contact and i...
International audienceThree different breaking wave impacts against a flat rigid wall have been nume...
AbstractIn this paper, a two-phase numerical model is developed to study the effect of the gas phase...
The present manuscript focuses on the wave impact on a rigid wall in two dimensions. The numerical c...
The evaluation of slamming loads on structures is a challenging problem in both civil and industrial...
In this paper, we applied an incompressible Smoothed Particle Hydrodynamics (SPH) method to investig...
The Smoothed Particle Hydrodynamics (SPH) method has proven to have great potential in dealing with ...
L'étude porte sur l'impact de vagues sur une paroi rigide en deux dimensions. Les travaux de modélis...
Water entry of cylindrical shaped structures is important in the context of loads due to wave impact...
This paper investigates the interaction between large waves and floating offshore structures. Here, ...
In this paper, we engage a Lagrangian, particle-based CFD method, named Smoothed Particle Hydrodynam...
For computational reasons conventional SPH method often rely on a weakly compressible fluid model, b...
Hydraulic structures can be prone to impulsive wave impact, which is a highly stochastic and uncerta...