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.
引用
收藏
页数:14
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