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A numerical study of one-dimensional compression of granular materials. II. Elastic moduli, stresses and microstructure

机译:粒状材料一维压缩的数值研究。二。弹性模量,应力和微观结构

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摘要

The elastic moduli of a transversely isotropic model granular material, made of slightly polydis-perse elastic-frictional spherical beads, in equilibrium along a one dimensional (oedometric) compression path, as described in the companion paper [1], are investigated by numerical simulations. The relations of the five independent moduli to stresses, density, coordination number, fabric and force anisotropies are studied for different internal material states along the oedometric loading path. It is observed that elastic moduli, like in isotropic packs, are primarily determined by the coordination number, with anomalously small shear moduli in poorly coordinated systems, whatever their density. Such states also exhibit faster increasing moduli in compression, and larger off-diagonal moduli and Poisson ratios. Anisotropy affects the longitudinal moduli, C11 in the axial direction, and C22 in the transverse directions, and the shear modulus in the transverse plane, C44, more than the shear modulus in a plane containing the axial direction, C55. The results are compared to available experiments on anisotropic bead packs, revealing, despite likely differences in internal states, a very similar range of stiffness level (linked to coordination), and semi-quantitative agreement as regards the influence of anisotropy. Effective Medium Theory (the Voigt approach) provides quite inaccurate predictions of the moduli. It also significantly underestimates ratios C11/C22 (varying between 1 and 2.2) and C55/C44 (varying from 1 to 1.6), which characterize elastic anisotropy, except in relatively weakly anisotropic states. The bulk modulus for isotropic compression and the compliance corresponding to stress increments proportional to the previous stress values are the only elastic coefficients to be correctly estimated by available predictive relations. We discuss the influences of fabric and force anisotropies onto elastic anisotropy, showing in particular that the former dominates in sample series that are directly assembled in anisotropic configurations and keep a roughly constant lateral to axial stress ratio under compression.
机译:如数值计算[1]中所述,由横波各向同性模型颗粒材料的弹性模量沿一维(测压)压缩路径平衡,该颗粒由稍分散的弹性摩擦球形小球制成,其数值模拟。研究了沿测压加载路径不同内部材料状态下五个独立模量与应力,密度,配位数,织物和力各向异性的关系。可以观察到,弹性模量,像在各向同性的包装中一样,主要是由配位数决定的,在低配位的系统中,无论密度如何,其剪切模量都异常小。这样的状态在压缩中还表现出更快增加的模量,以及更大的非对角模量和泊松比。各向异性会影响轴向的纵向模量C11和横向的C22,并且横向平面的剪切模量C44比包含轴向的平面C55的剪切模量更大。将结果与各向异性珠包装上的可用实验进行比较,揭示出尽管内部状态可能存在差异,但在各向异性影响方面,刚度水平的范围非常相似(与配位相关),并且具有半定量一致性。有效介质理论(Voigt方法)提供的模量预测非常不准确。它也大大低估了C11 / C22(在1和2.2之间变化)和C55 / C44(在1到1.6之间变化)的比率,除了在相对较弱的各向异性状态下,它们具有弹性各向异性。各向同性压缩的体积模量和对应于与先前应力值成比例的应力增量的顺应性是唯一可通过可用预测关系正确估计的弹性系数。我们讨论了织物和力各向异性对弹性各向异性的影响,特别是表明前者在以各向异性构造直接组装的样品系列中占主导地位,并在压缩下保持横向应力与轴向应力之比大致恒定。

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