2013
DOI: 10.1016/s1001-6058(13)60412-6
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Numerical simulation of hydro-elastic problems with smoothed particle hydrodynamics method

Abstract: Violent free surface flows with strong fluid-solid interactions can produce a tremendous pressure load on structures, resulting in elastic and even plastic deformations. Modeling hydro-elastic problems with structure deformations and a free surface breakup is difficult by using routine numerical methods. This paper presents an improved Smoothed Particle Hydrodynamics (SPH) method for modeling hydro-elastic problems. The fluid particles are used to model the free surface flows governed by Navier-Stokes equation… Show more

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Cited by 39 publications
(11 citation statements)
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“…As such, the implementation of fluid–structure interaction in this work is straightforward and can lead to smooth and accurate pressure field in the flow domain and pressure loads on the moving objects. More detailed descriptions on the CD‐FSIT can be found in .…”
Section: Sph Methodologymentioning
confidence: 99%
“…As such, the implementation of fluid–structure interaction in this work is straightforward and can lead to smooth and accurate pressure field in the flow domain and pressure loads on the moving objects. More detailed descriptions on the CD‐FSIT can be found in .…”
Section: Sph Methodologymentioning
confidence: 99%
“…In recent years, the meshless methods have attracted significant attention in studying FSI problems, owing to their peculiar advantages in handling material interfaces [18,137] and the capability of capturing violent events such as wave impact and breaking [64]. Promising results have been obtained by the weakly-compressible SPH method [13,14,27,64,188,197,198,199,200,201], incompressilbe SPH method [144,202,203], MPS method [204], SPH-DEM or MPS-DEM methods [205,206] and their combinations with FEM by using partition approach [207,208,209,210,211].…”
Section: Fluid-structure Interactionmentioning
confidence: 99%
“…Its straightforward to note that the repulsive force particle provides a penetration force and its combination with ghost particle restores consistency by extending the full support domain of fluid particles. The CD-SBT has shown its accuracy and robustness in the simulation of multi-phase flow [221], freesurface flows interacting with movable rigid objects [222] and hydro-elastic FSI [198].…”
Section: Boundary Force Particlementioning
confidence: 99%
“…( 50) just for the fluid boundary condition. In this section, a numerical simulation of a dam collapse under elastic rubber gate [4,67,70] is conducted to validate the proposed model. The material properties provided in Table 2 both for the fluid and the rubber are set the same as the ones in [4].…”
Section: Non-slip Velocity Boundary Condition For Fluid: the Effect Of Rigid Wallmentioning
confidence: 99%