统一基于签名距离场的接触法和传统离散元素法

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-09-18 DOI:10.1016/j.compgeo.2024.106764
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引用次数: 0

摘要

基于符号距离场的离散元方法(SDF-DEM)在各种应用中取得了巨大成功;然而,阻碍其广泛应用的一个关键挑战在于如何建立其与传统接触模型之间的联系。为了应对这一挑战,本研究在 SDF-DEM 中引入了两种接触电势公式,与线性接触模型和赫兹接触模型进行类比。建立了 SDF-DEM 拟议接触电势参数与传统接触模型参数之间的综合关系。通过双粒子碰撞和反弹试验验证了 SDF-DEM 的能量守恒特性,并研究和解决了关键时间步问题。对涉及球形颗粒和一般不规则形状颗粒的三轴压缩试验和落石试验进行了离散元模拟。结果表明,SDF-DEM 与所开发的势能模型具有很高的精度和数值稳定性。预计这项工作不仅有助于推进对 SDF-DEM 和基于势的接触理论的理解,还有助于提供稳健的框架,弥合 SDF-DEM 与传统模型之间的差距。
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Unifying the contact in signed distance field-based and conventional discrete element methods

The signed distance field-based discrete element method (SDF-DEM) has demonstrated significant success in various applications; however, a key challenge hindering its widespread adoption lies in the establishment of its connection with conventional contact models. To address this challenge, this study introduces two formulations of contact potential within SDF-DEM, drawing analogies to both linear and Hertzian contact models. Comprehensive relationship between the parameters of the proposed contact potentials of SDF-DEM and those of conventional contact models is established. The energy conservation characteristic of SDF-DEM is verified through a two-particle colliding and bouncing test, and the critical timestep issue is investigated and addressed. Discrete element simulations are conducted for a triaxial compression test and a rockfall test, involving both spherical particles and general irregularly shaped particles. The results underscore the accuracy and numerical stability of the SDF-DEM with the developed potential models. This work is anticipated to contribute not only to advancing the understanding of SDF-DEM and the potential-based contact theory but also to providing robust framework that bridges the gap of SDF-DEM with conventional models.

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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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