人工胶结颗粒材料的微观和宏观力学特征

IF 2.4 3区 工程技术
Abbas Farhat, Li-Hua Luu, Alexis Doghmane, Pablo Cuéllar, Nadia Benahmed, Torsten Wichtmann, Pierre Philippe
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引用次数: 0

摘要

本研究的重点是对胶结颗粒材料进行实验表征,目的是确定固体粘结的微观特性,并描述胶结样品的宏观机械强度延伸。我们选择使用由固体石蜡桥连接的玻璃珠制成的人工粘结颗粒材料。文中介绍并讨论了几组不同规模的实验室测试结果。微观力学试验研究了颗粒之间的单一固体粘结在牵引、剪切、弯曲和扭转载荷下的屈服强度,以及颗粒大小、表面质地和粘结剂含量的变化。然后,对胶结样品进行宏观拉伸试验,探索尺度过渡,包括通过样品尺寸的同调变化对约束壁的影响。尽管试验结果存在较大的统计分散性,但还是通过实验得出并验证了微拉伸屈服力与粘结剂含量、配位数和晶粒直径的函数关系的分析表达式。根据这些数据,可以非常准确地推导出胶珠与固体粘结接触处的粘结强度,甚至可以合理地假设其他阈值(剪切力、弯曲力矩和扭转力矩)与拉伸屈服力成正比,从而提供了一个全面的胶结粘结三维模型。然而,由于样本尺度的数据相当分散,因此无法对宏观屈服应力的扩展模型进行验证。最后的讨论探讨了可能解释内在变异性的各种因素。通过与文献中研究的其他更现实的生物固结系统进行比较,我们的人工材料似乎适合代表胶结颗粒材料。由于易于实现,因此可以校准离散内聚力模型,用于模拟实际应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Micro and macro mechanical characterization of artificial cemented granular materials

Micro and macro mechanical characterization of artificial cemented granular materials

The focus of this study is the experimental characterization of cemented granular materials, with the aim of identifying the microscopic properties of the solid bonds and describing the extension to macroscopic mechanical strength of cemented samples. We chose to use artificially bonded granular materials, made of glass beads connected by solid paraffin bridges. The results of several sets of laboratory tests at different scales are presented and discussed. Micromechanical tests investigate the yield strength of single solid bonds between particles under traction, shearing, bending and torsion loading, as a function of variations in particle size, surface texture and binder content. Macro-scale tensile tests on cemented samples explore then the scale transition, including influence of confining walls through homothetic variations of the sample size. Despite the large statistical dispersion of the results, it was possible to derive and validate experimentally an analytical expression for micro tensile yield force as a function of the binder content, coordination number and grain diameter. In view of the data, an adhesive bond strength at the contact between bead and solid bond is deduced with very good accuracy and it is even reasonable to assume that the other threshold values (shear force, bending and torsion moments) are simply proportional to the tensile yield, thus providing a comprehensive 3D model of cemented bond. However, the considerable dispersion of the data at the sample scale prevents validation of the extended model for macroscopic yield stress. A final discussion examines the various factors that may explain intrinsic variability. By comparison with other more realistic systems studied in the literature in the context of bio-cementation, our artificial material nevertheless appears suitable for representing a cemented granular material. Being easy to implement, it could thus enable the calibration of discrete cohesion models for simulation of practical applications.

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来源期刊
Granular Matter
Granular Matter MATERIALS SCIENCE, MULTIDISCIPLINARY-MECHANICS
CiteScore
4.30
自引率
8.30%
发文量
95
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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