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A parameter-free particle relaxation technique for smoothed particle hydrodynamics
被引:1
|作者:
Zheng, Hualin
[1
]
Qiang, Hongfu
[1
]
Zhu, Yujie
[1
]
Zhang, Chi
[2
,3
]
机构:
[1] Xian Res Inst Hitech, Xian 70025, Peoples R China
[2] Tech Univ Munich, TUM Sch Engn & Design, D-85748 Garching, Germany
[3] Huawei Technol Munich Res Ctr, D-80992 Munich, Germany
基金:
中国国家自然科学基金;
关键词:
TRANSPORT-VELOCITY FORMULATION;
FLUID-STRUCTURE INTERACTION;
FREE-SURFACE FLOWS;
NUMERICAL-SIMULATION;
SPH MODEL;
IMPROVEMENT;
STABILITY;
ACCURACY;
EXIT;
DEFORMATIONS;
D O I:
10.1063/5.0223930
中图分类号:
O3 [力学];
学科分类号:
08 ;
0801 ;
摘要:
In this paper, we present a parameter-free particle relaxation technique to improve the accuracy and stability of smoothed particle hydrodynamics (SPH). Instead of imposing a background pressure, particles are regularized following the criteria of 0th-order consistency, i.e., the gradient of a constant to be zero. Specifically, the modifications of particles' position are solved by a gradient decent method according to the error between zero value and the gradient of a constant. This modification decreases the integration error and leads a more uniform particles distribution. A set of challenging benchmarks including lid-driven cavity flow, Taylor-Green vortex, FSI (fluid-solid interaction) problem, 2D (two-dimensional) dam-break case, and water exit of a cylinder are investigated to validate the effectiveness of the present technique for addressing the well-known tensile instability and particle clumping problems. Finally, the study of 3D (three-dimensional) dam-break against an obstacle demonstrates the stability and versatility of the present method.
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页数:14
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