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A comprehensive study on the parameters setting in smoothed particle hydrodynamics (SPH) method applied to hydrodynamics problems

机译:求解流体动力学问题的光滑粒子流体动力学(SPH)方法参数设置的综合研究

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Smoothed particle hydrodynamics (SPH) is a meshfree, Lagrangian particle method which has advantages in handling solids with extremely large deformation. Like any other numerical methods, cares must be taken to ensure its desirable accuracy and stability through considering several correction techniques in calculation. The selection of values for parameters in those correction approaches is a key step in SPH simulation, which is always difficult for new beginners to deal well with effectively. This paper examines the common inconsistency and instability problems in SPH method and studies its computational efficiency when applied to hydrodynamics problems with material strength like soil column collapse. We analyzed in detail how the correction techniques mitigate these inconsistency and instability problems. Also, the numerical testing results associate with different values for the parameters used in the correction techniques are provided for better understanding the influence of these parameters and for finding out the desirable values. It is found that (1) the SPH method is easily subjected to an inconsistency problem in the boundary area due to the boundary deficiency, and it can be treated well by adopting "virtual particles" contributing to the particle summations. (2) The numerical oscillation in SPH simulation can be mitigated effectively by artificial viscosity with the suggested parameter values. (3) The tension cracking treatment, artificial viscosity and artificial stress work well in removing the tensile instability problem in SPH method. In addition, the nearest neighboring particle searching (NNPS) algorithm, spacing ratio, smoothing length and time step influence the efficiency and accuracy of SPH method significantly. It is shown that SPH method with suggested parameters values can produce a very good result compared with the experimental result. Published by Elsevier Ltd.
机译:平滑粒子流体动力学(SPH)是一种无网格的拉格朗日粒子方法,在处理具有极大变形的固体时具有优势。像任何其他数值方法一样,必须注意通过在计算中考虑多种校正技术来确保其所需的准确性和稳定性。在那些校正方法中,参数值的选择是SPH模拟的关键步骤,对于新手来说,始终很难有效地对其进行处理。本文研究了SPH方法中常见的不一致性和不稳定性问题,并研究了将其应用于具有诸如土柱倒塌等材料强度的流体力学问题时的计算效率。我们详细分析了校正技术如何缓解这些不一致和不稳定的问题。此外,还提供了与校正技术中使用的参数的不同值关联的数值测试结果,以更好地理解这些参数的影响并找出所需的值。发现(1)由于边界不足,SPH方法容易在边界区域中出现不一致问题,并且可以通过采用有助于粒子求和的“虚拟粒子”来对其进行很好的处理。 (2)人工粘度和建议的参数值可以有效地减轻SPH模拟中的数值振荡。 (3)拉伸裂化处理,人工粘度和人工应力在消除SPH方法中的拉伸不稳定性问题方面效果很好。另外,最近邻粒子搜索(NNPS)算法,间距比,平滑长度和时间步长显着影响SPH方法的效率和准确性。结果表明,与实验结果相比,建议参数值的SPH方法可以产生很好的结果。由Elsevier Ltd.发布

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