Experimental and analytical assessment of fracture criteria for non-spherical sand grains

IF 2.3 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY
Dawa Seo, Alessandro Tengattini, Gioacchino Viggiani, Giuseppe Buscarnera
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Abstract

Particle shape affects the mechanical behavior of crushable granular media, especially in the context of phenomena such as impact and penetration. However, shape descriptors are rarely incorporated into fracture criteria for single grains, which focus instead on size effects and assume idealized spherical geometries. This study aims to extend multiple frameworks used to predict the crushing resistance of individual sand grains by incorporating the effect of particle shape. We conducted an experimental study for varying grain geometries, as revealed by x-ray tomography, and propose a series of analytical models incorporating the grains’ aspect ratio, computed by ellipsoidal approximation fitting. Specifically, non-spherical shape descriptors are incorporated into different contact laws, fracture criteria, and statistical failure models providing closed-form expressions of the strength of single particles as a function of their size and shape. We compare the performance of these models and assess their accuracy against a series of compression experiments on Ottawa sand grains. Experimentally, we find that elongated grains tend to break at lower compression stress than spherical particles of equal size and that their strength depends more on their shape than on their size. By comparing the performance of the proposed models, it was found that the modified Weibull model for non-spherical grains provides the best overall performance. However, the proposed centre crack model for ellipsoidal grains was found to have a similarly satisfactory ability to capture the experimental evidence, while requiring a simpler parameter calibration procedure. By providing criteria to rationalize and predict the effect of the shape on the crushing resistance of single particles, these results offer an analytical foundation to model shape-dependent particle strength in discrete and continuum models for particle crushing which require this quantity as an input for their analyses.

Graphical abstract

Abstract Image

非球形砂粒断裂准则的实验与分析评价
颗粒形状影响可压碎颗粒介质的力学行为,尤其是在冲击和渗透等现象的情况下。然而,形状描述符很少被纳入单晶粒的断裂标准,而是关注尺寸效应,并假设理想化的球形几何形状。本研究旨在通过结合颗粒形状的影响,扩展用于预测单个砂粒抗压性的多个框架。我们对x射线断层扫描揭示的不同晶粒几何形状进行了实验研究,并提出了一系列包含晶粒纵横比的分析模型,通过椭球近似拟合计算。具体而言,非球形描述符被纳入不同的接触定律、断裂标准和统计失效模型中,提供了单个颗粒强度随其尺寸和形状变化的闭合表达式。我们比较了这些模型的性能,并根据渥太华砂粒的一系列压缩实验评估了它们的准确性。在实验中,我们发现,与同等尺寸的球形颗粒相比,细长颗粒往往在较低的压缩应力下断裂,并且它们的强度更多地取决于它们的形状,而不是大小。通过比较所提出的模型的性能,发现非球形晶粒的修正威布尔模型提供了最佳的整体性能。然而,发现所提出的椭球晶粒中心裂纹模型具有同样令人满意的捕获实验证据的能力,同时需要更简单的参数校准程序。通过提供合理化和预测形状对单个颗粒抗压性影响的标准,这些结果为颗粒破碎的离散和连续模型中依赖形状的颗粒强度建模提供了分析基础,这些模型需要将该数量作为分析的输入。图形摘要
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来源期刊
Granular Matter
Granular Matter Materials Science-General Materials Science
CiteScore
4.60
自引率
8.30%
发文量
95
审稿时长
6 months
期刊介绍: Although many phenomena observed in granular materials are still not yet fully understood, important contributions have been made to further our understanding using modern tools from statistical mechanics, micro-mechanics, and computational science. These modern tools apply to disordered systems, phase transitions, instabilities or intermittent behavior and the performance of discrete particle simulations. >> Until now, however, many of these results were only to be found scattered throughout the literature. Physicists are often unaware of the theories and results published by engineers or other fields - and vice versa. The journal Granular Matter thus serves as an interdisciplinary platform of communication among researchers of various disciplines who are involved in the basic research on granular media. It helps to establish a common language and gather articles under one single roof that up to now have been spread over many journals in a variety of fields. Notwithstanding, highly applied or technical work is beyond the scope of this journal.
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