2015
DOI: 10.1260/1750-9548.9.3.225
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Validation of robust SPH schemes for fully compressible multiphase flows

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Cited by 6 publications
(4 citation statements)
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“…The first class of studies is dedicated to improving border conditions, which means proposing other solutions for representing and calculating the fluid's free surface [89][90][91][92] . In the category of fluid behaviour, the SPH is used to simulate incompressible [93] and compressible fluids [94] , besides that the method offers the capability of calculating multi-fluid interactions [95,96] or fluid-structure interaction [97] . Another highly interesting application for this methodology in the computational graphics field is the possibility to predict the fluid's movement and final form [98,99] .…”
Section: Normalization Condition ðmentioning
confidence: 99%
“…The first class of studies is dedicated to improving border conditions, which means proposing other solutions for representing and calculating the fluid's free surface [89][90][91][92] . In the category of fluid behaviour, the SPH is used to simulate incompressible [93] and compressible fluids [94] , besides that the method offers the capability of calculating multi-fluid interactions [95,96] or fluid-structure interaction [97] . Another highly interesting application for this methodology in the computational graphics field is the possibility to predict the fluid's movement and final form [98,99] .…”
Section: Normalization Condition ðmentioning
confidence: 99%
“…35,36) Many researcher try to improve the accuracy and robustness of SPH method, various techniques for stabilized calculation have been proposed. [37][38][39] In this study, a simple and relatively classical solution method was adopted as the first step of model development. The artificial viscosity proposed by Monaghan 40,41) has been classically used due to its simplicity.…”
Section: Smoothed Particle Hydrodynamics (Sph)mentioning
confidence: 99%
“…The natural period of the prismatic tank was estimated using Equations (21) and (22), which were derived by Faltinsen and Timokha [55], where ω n is the natural frequency of the i-mode for a rectangular tank, d represents the water height, and l represents the length of the free surface in the direction of tank movement. For a prismatic tank with a chamfered bottom, a correction factor was introduced in Equation (22), where δ 1 and δ 2 are the horizontal and vertical dimensions of the chamfer, respectively.…”
Section: Experimental Conditionsmentioning
confidence: 99%