Unraveling particle crushing: A DEM exploration of shape effects on fracture behaviour

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Xiaoqiang Gu , Yuzhen Liang , Jing Hu
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引用次数: 0

Abstract

The mechanical behaviour of granular materials is affected by particle crushing, which remains insufficiently understood due to the complexity of particle shape. This paper presents a discrete element investigation on the effect of particle shape on the particle crushing behaviour. The crushable particles are generated by combining a Fourier shape descriptor-based method with the random field theory and reconstructed in DEM using tetrahedrons as the bonded elements. Single particle crushing tests for the two particle groups with different particle elongation and irregularity were conducted. DEM results demonstrate that the proposed modeling approach and calibrated parameters reasonably capture the crushing behaviour of physical particles. Load-displacement curves, fracture modes and Weibull parameters are different for the two particle groups. Four fracture modes, including local crushing, chipping, splitting, and explosive, concerning the number of fragments and the volume percentage of the largest fragments can be identified using linear discriminant analysis. The relationship between the particle strength and the fracture mode has then been investigated. The particle shape parameters were measured to study their effect on the crushing strength. An XGBoost model was trained to predict the crushing strength. A feature importance analysis revealed that the crushing strength is highly sensitive to the shape factor. The model concerning shape factor, local roundness and breakage characteristic was developed for predicting particle crushing strength. The study provides insights into the mechanical property of crushable granular particles of complex shapes.
解开颗粒破碎:形状对断裂行为影响的DEM探索
颗粒材料的力学行为受到颗粒破碎的影响,由于颗粒形状的复杂性,这一点仍然没有得到充分的了解。本文采用离散元法研究了颗粒形状对颗粒破碎行为的影响。将基于傅里叶形状描述子的方法与随机场理论相结合,生成可破碎颗粒,并以四面体为键元在DEM中进行重构。对不同伸长率和不均匀度的两组颗粒进行了单颗粒破碎试验。数值模拟结果表明,所提出的建模方法和标定参数合理地捕捉了物理颗粒的破碎行为。两种粒子群的载荷-位移曲线、断裂模式和威布尔参数不同。通过线性判别分析,可以识别出局部破碎、碎裂、劈裂和爆炸四种破片数量和最大破片体积百分比的断裂模式。研究了颗粒强度与断裂模式之间的关系。对颗粒形状参数进行了测定,研究了其对破碎强度的影响。利用XGBoost模型进行抗压强度预测。特征重要性分析表明,破碎强度对形状因子高度敏感。建立了考虑形状因子、局部圆度和破碎特性的颗粒破碎强度预测模型。该研究提供了对复杂形状的可破碎颗粒的力学性能的见解。
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
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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