An Efficient SPH Framework for Modeling Binary Granular Mixtures and Implications for Granular Flows

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-11-26 DOI:10.1002/nag.3901
Shuaihao Zhang, Dong Wu, Xiangyu Hu, Clarence E. Choi, Sérgio D. N. Lourenço
{"title":"An Efficient SPH Framework for Modeling Binary Granular Mixtures and Implications for Granular Flows","authors":"Shuaihao Zhang,&nbsp;Dong Wu,&nbsp;Xiangyu Hu,&nbsp;Clarence E. Choi,&nbsp;Sérgio D. N. Lourenço","doi":"10.1002/nag.3901","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>A two-way coupling numerical framework based on smoothed particle hydrodynamics (SPH) is developed in this study to model binary granular mixtures consisting of coarse and fine grains. The framework employs updated Lagrangian SPH to simulate fine grains, with particle configurations updated at each time step, and total Lagrangian SPH to efficiently model coarse grains without updated particle configurations. A Riemann solver is utilized to introduce numerical dissipation in fine grains and facilitate their coupling with coarse grains. To enhance computational efficiency, a multiple time-stepping scheme is initially applied to manage the time integration coupling between coarse and fine grains. Several numerical experiments, including granular column collapse, low-speed impact craters, and granular flow impacting blocks, are conducted to validate the stability and accuracy of the proposed algorithm. Subsequently, two more complex scenarios involving a soil–rock mixture slope considering irregular coarse particle shapes, and bouldery debris flows on natural terrain, are simulated to showcase the potential engineering applications. Finally, a detailed analysis is performed to evaluate the computational efficiency advantages of the present approach. The findings of this study are consistent with previous experimental and numerical results, and the implementation of a multiple time-stepping scheme can improve computational efficiency by up to 600%, thereby providing significant advantages for large-scale engineering simulations.</p></div>","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"49 3","pages":"815-838"},"PeriodicalIF":3.4000,"publicationDate":"2024-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nag.3901","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

A two-way coupling numerical framework based on smoothed particle hydrodynamics (SPH) is developed in this study to model binary granular mixtures consisting of coarse and fine grains. The framework employs updated Lagrangian SPH to simulate fine grains, with particle configurations updated at each time step, and total Lagrangian SPH to efficiently model coarse grains without updated particle configurations. A Riemann solver is utilized to introduce numerical dissipation in fine grains and facilitate their coupling with coarse grains. To enhance computational efficiency, a multiple time-stepping scheme is initially applied to manage the time integration coupling between coarse and fine grains. Several numerical experiments, including granular column collapse, low-speed impact craters, and granular flow impacting blocks, are conducted to validate the stability and accuracy of the proposed algorithm. Subsequently, two more complex scenarios involving a soil–rock mixture slope considering irregular coarse particle shapes, and bouldery debris flows on natural terrain, are simulated to showcase the potential engineering applications. Finally, a detailed analysis is performed to evaluate the computational efficiency advantages of the present approach. The findings of this study are consistent with previous experimental and numerical results, and the implementation of a multiple time-stepping scheme can improve computational efficiency by up to 600%, thereby providing significant advantages for large-scale engineering simulations.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
二元颗粒混合物建模的高效 SPH 框架及其对颗粒流动的影响
本研究开发了一种基于平滑粒子流体力学(SPH)的双向耦合数值框架,用于模拟由粗粒和细粒组成的二元颗粒混合物。该框架采用更新拉格朗日 SPH 模拟细粒,在每个时间步更新粒子配置;采用总拉格朗日 SPH 高效模拟粗粒,无需更新粒子配置。利用黎曼求解器在细粒中引入数值耗散,并促进其与粗粒的耦合。为了提高计算效率,最初采用了多时间步进方案来管理粗粒和细粒之间的时间积分耦合。为了验证所提算法的稳定性和准确性,进行了一些数值实验,包括颗粒柱坍塌、低速撞击坑和颗粒流撞击块体。随后,模拟了两种更复杂的情况,包括考虑到不规则粗颗粒形状的土石混合物斜坡和自然地形上的巨石碎屑流,以展示潜在的工程应用。最后,还进行了详细分析,以评估本方法的计算效率优势。本研究的结果与之前的实验和数值结果一致,多时间步进方案的实施可将计算效率提高 600%,从而为大规模工程模拟提供显著优势。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
期刊最新文献
Macro‐ and Microscopic Mechanisms of Soil Arching Evolution Under the Impact of Noncentered Tunnel A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments Influence of Aperture on Shear Behavior of Non‐Persistent Joint: Insights from Grain‐Based Modeling Mechanical Behaviors of Rigid Pile Composite Foundation in Yellow River Alluvial Plain Subjected to Soil Water Content Variations General Geometric Reconstruction Method of Failure Criteria for Lattice Spring Model
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1