Dense granular flow described by micropolar fluid and its peridynamic implementation

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Ji Wan, Wenzhong Qu, Xihua Chu
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Abstract

This work presents a nonlocal mesh-free peridynamic model for micropolar fluids that describe fluids enriched with the micro-rotational and length scale effects. The stabilized force state is applied to remedy the zero-energy mode instability in the micropolar viscous term. The present model is validated with the planar Couette flow and Poiseuille flow simulation. Considering the natural inheritance of micro-spinning and microstructures in granular flows, the peridynamic micropolar fluid model is also applied to simulate the dense, dry granular flow with a modified \(\mu (I)\) rheology flow law. The effects of the coupling number, the micro-inertia, the characteristic length, and the peridynamic horizon size on the granular \(\mu (I)\) flow are discussed in a two-dimensional column collapse example. The numerical results of column collapse show that the micropolar coupling number can significantly affect column collapse behavior. A larger coupling number can slow down the translational movement of the granular flow, resulting in a larger angle of repose. The micro-rotational velocity increases by enlarging the coupling number. The micro-inertia and characteristic length have a significant influence on the micro-rotational behavior of the granular flow. Increasing either micro-inertia or characteristic length value decreases the micro-rotational velocity. However, the characteristic length and micro-inertia have an insignificant influence on translational velocity. Slight differences are observed in the translational velocity distribution or free surface profile. For the horizon size, we find it affects the granular flow only on the micro-rotational velocity and runout distance.

Abstract Image

微极流体描述的致密颗粒流及其周动力学实现
这项工作提出了一个非局部无网格的微极流体动力学模型,描述了富含微旋转和长度尺度效应的流体。采用稳定力状态来弥补微极粘性项的零能模不稳定性。用平面库埃特流和泊泽维尔流的数值模拟对模型进行了验证。考虑到颗粒流动中微自旋和微观结构的自然继承性,采用修正\(\mu (I)\)流变规律的微极流体模型模拟了致密、干燥的颗粒流动。以二维柱崩塌为例,讨论了耦合数、微惯量、特征长度和周动力水平尺寸对颗粒状\(\mu (I)\)流动的影响。柱塌缩数值计算结果表明,微极性耦合数对柱塌缩行为有显著影响。较大的耦合数可以减缓颗粒流的平动运动,从而产生较大的休止角。随着耦合数的增大,微旋转速度增大。微惯量和特征长度对颗粒流的微旋转行为有显著影响。增加微惯量或特征长度值都会降低微旋转速度。而特征长度和微惯量对平动速度的影响不显著。在平动速度分布或自由表面剖面上观察到细微的差异。对于水平尺寸,我们发现它只对微旋转速度和跳动距离有影响。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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