An acceleration-based stable approach transferring information from fluid to solid in the SPH-based FSI solver

IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN
Xi Yang , Zhifan Zhang , Guiyong Zhang , Kexiong Zheng , Guangqi Liang
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引用次数: 0

Abstract

In this work, the information transfer in the SPH-based FSI solver is discussed and analyzed. The traditional arithmetic mean and distance-weighted way in the pressure integration method easily overestimate the influence of distant particles. Hence, two improved schemes, named the distance-squared weighted and normal distance-squared weighted methods, are proposed to solve this problem. The traditional and improved schemes are compared by interpolating pressure on the solid boundary from different particle distribution configurations, in which the normal distance-squared weighted method achieves the minimum relative error in reproducing the pressure value at the given position. Moreover, a novel stabilized method is proposed to overcome the fluctuated pressure-induced instability by using the acceleration and Newton`s law to transfer information. The classical dam breaking and hyper elastic gate flows are considered as the benchmark tests for their strong nonlinearities and extreme variations in free surface and pressure. The results show that the proposed acceleration-based scheme can always stabilize the simulation, giving smooth and reliable predictions in complex FSI situations.
在基于sph的FSI求解器中,基于加速度的稳定方法将信息从流体传递到固体
本文对基于sph的FSI求解器中的信息传递进行了讨论和分析。在压力积分方法中,传统的算术平均和距离加权方法容易高估远处粒子的影响。为此,提出了距离平方加权法和常规距离平方加权法两种改进方案来解决这一问题。通过对不同颗粒分布形态的固体边界上的压力进行插值,比较了传统方案和改进方案,其中正态距离平方加权法在再现给定位置压力值时相对误差最小。此外,提出了一种利用加速度和牛顿定律传递信息的稳定方法来克服压力引起的波动不稳定性。经典溃坝和超弹性闸门水流因其强烈的非线性和自由面和压力的极端变化而被认为是基准试验。结果表明,所提出的基于加速度的方案能够稳定仿真,在复杂的FSI情况下给出平滑可靠的预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Applied Ocean Research
Applied Ocean Research 地学-工程:大洋
CiteScore
8.70
自引率
7.00%
发文量
316
审稿时长
59 days
期刊介绍: The aim of Applied Ocean Research is to encourage the submission of papers that advance the state of knowledge in a range of topics relevant to ocean engineering.
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