A Volume-of-Fluid based simulation method for wave impact problems

By K. Kleefsman, G. Fekken, Arthur E. P. Veldman, Bogdan Iwanowski, B. Buchner. 2005

741 citations recorded by the source corpus.

Subfields: Computational Mechanics, Surfaces, Coatings and Films

View Paper: https://www.semanticscholar.org/paper/f9d7f6bd3527cd94b252f36d1d6ffed6726b9a10

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In Computational Mechanics

In Surfaces, Coatings and Films

Citations in the corpus

Experimental investigation of dynamic pressure loads during dam break (2013, methodology): “(c) The difference in the curve profile after the impact may be explained by the fact, that the obstacle in Kleefsman et al. (2005) does not fill the entire width of the downstream flume and a complex threedimensional flow runs over and around the obstacle towards the downstream end of the flume.”
Height functions for applying contact angles to 2D VOF simulations (2008, methodology): “Recent work on the development of a VOF-based code for modelling wave impact [16] and liquid sloshing [17] phenomena includes an approach to treating contact lines that is in some ways similar to that presented here, albeit implemented in an entirely different type of flow code (a single fluid calcu”
Incompressible SPH simulation of water entry of a free‐falling object (2009, methodology): “[6] satisfactorily predicted the fluid force again, but Oger et al.”
Application of weakly compressible and truly incompressible SPH to 3-D water collapse in waterworks (2010, background): “On the other hand, the time step in ISPH is set to 10−3 s as in Kleefsman et al. (2005). With h = 0.”
ENHANCED PREDICTIONS OF WAVE IMPACT PRESSURE BY IMPROVED INCOMPRESSIBLE SPH METHODS (2009, methodology): “The Laplacian for pressure is expressed as: ∑ ∇⋅ + =⎟⎟ ⎠ ⎞ ⎜⎜ ⎝ ⎛ ∇⋅∇ j ij ijiijij ji j i r Wp mp 22)( 81 r ρρρ (7) The calculation process in ISPH method is similar to that in MPS method (Koshizuka and Oka, 1996); that is, an iterative prediction-correction process composed of two main steps.”