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System size effects on the mechanical response of cohesive-frictional granular ensembles

机译:系统大小对内摩摩擦粒状体力学响应的影响

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Shear resistance in granular ensembles is a result of interparticle interaction and friction. However, even the presence of small amounts of cohesion between the particles changes the landscape of the mechanical response considerably. Very often such cohesive frictional (c-?) granular ensembles are encountered in nature as well as while handling and storage of granular materials in the pharmaceutical, construction and mining industries. Modeling of these c-? materials, especially in engineering applications have relied on the oft-made assumption of a “continua” and have utilized the popular tenets of continuum plasticity theory. We present an experimental investigation on the fundamental mechanics of c-? materials specifically; we investigate if there exists a system size effect and any additional length scales beyond the continuum length scale on their mechanical response. For this purpose, we conduct a series of 1-D compression (UC) tests on cylindrical specimens reconstituted in the laboratory with a range of model particle–binder combinations such as sandcement, sand-epoxy, and glass ballotini-epoxy mixtures. Specimens are reconstituted to various diameters ranging from 10 mm to 150 mm (with an aspect ratio of 2) to a predefined packing fraction. In addition to the effect of the type of binder (cement, epoxy) and system size, the mean particle size is also varied from 0.5 to 2.5 mm. The peak strength of these materials is significant as it signals the initiation of the cohesive-bond breaking and onset of mobilization of the inter particle frictional resistance. For these model systems, the peak strength is a strong function of the system size of the ensemble as well as the mean particle size. This intriguing observation is counter to the traditional notion of a continuum plastic typical granular ensemble. Microstructure studies in a computed-tomograph have revealed the existence of a web patterned ‘entangled-chain’ like structure, we argue that this ushers an additional length scale as well as presents a system size effect.
机译:颗粒状整体中的抗剪切力是颗粒间相互作用和摩擦的结果。然而,即使在颗粒之间存在少量内聚力,也极大地改变了机械响应的态势。在自然界以及在制药,建筑和采矿业中处理和存储粒状材料时,经常会遇到这种内聚摩擦(c-α)粒状体。这些c-的建模?各种材料,特别是在工程应用中,都依赖于常做的“连续性”假设,并利用了连续性可塑性理论的流行原理。我们对c-?的基本力学进行实验研究。具体材料;我们研究是否存在系统尺寸效应,以及在机械响应上是否存在超出连续长度范围的任何其他长度范围。为此,我们对在实验室中重建的圆柱状样品进行了一系列的一维压缩(UC)测试,其中使用了一系列模型颗粒与粘结剂的组合,例如,砂浆剂,砂环氧树脂和玻璃巴洛蒂尼环氧树脂混合物。将样品重构为各种直径,范围从10毫米到150毫米(纵横比为2)到预定义的填充分数。除了粘合剂类型(水泥,环氧树脂)和体系尺寸的影响外,平均粒径也从0.5到2.5 mm不等。这些材料的峰值强度非常重要,因为它标志着内聚键断裂的开始以及颗粒间摩擦阻力的动员开始。对于这些模型系统,峰值强度是整体系统大小和平均粒度的强大函数。这种有趣的观察结果与传统的连续性塑料典型颗粒状集合体概念相反。在计算机断层摄影机中进行的微结构研究表明,存在网状“缠链”状结构的存在,我们认为这会带来额外的长度尺度,并带来系统尺寸的影响。

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