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arXiv 1502.07146cond-mat.soft
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填料应力响应的类临界特征

Critical-like Features of Stress Response in Frictional Packings

Abdullah Cakir, Leonardo E. Silbert

摘要:

静态,无侧限,超压缩面心立方,颗粒阵列的力学响应进行了研究,使用大规模的,离散元方法模拟。具体而言,由于局部力扰动的应用程序的应力响应-格林函数技术-获得在颗粒填料中产生的几个数量级的颗粒摩擦系数和所施加的压力。我们观察到交叉行为的机械状态下的系统,其特征在于所产生的应力响应的变化性质。各向异性和各向同性的应力响应之间的过渡表现出临界的功能,通过识别的发散长度尺度,区分的空间范围的各向异性区域从那些显示各向同性的行为。一个多维的相图构造参数化的系统,由于不断变化的摩擦和力的扰动的响应。

英文摘要:

The mechanical response of static, unconfined, overcompressed face centred cubic, granular arrays is studied using large-scale, discrete element method simulations. Specifically, the stress response due to the application of a localised force perturbation - the Green function technique - is obtained in granular packings generated over several orders of magnitude in both the particle friction coefficient and the applied forcing. We observe crossover behaviour in the mechanical state of the system characterised by the changing nature of the resulting stress response. The transition between anisotropic and isotropic stress response exhibits critical-like features through the identification of a diverging length scale that distinguishes the spatial extent of anisotropic regions from those that display isotropic behaviour. A multidimensional phase diagram is constructed that parameterises the response of the system due to changing friction and force perturbations.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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