解读颗粒形状如何调节颗粒介质的弹性各向异性

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
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引用次数: 0

摘要

各向异性是颗粒材料的典型特性,在很大程度上源于颗粒形状、取向和接触特性所调节的复杂颗粒间相互作用。本文深入研究了由非球形颗粒组成的粒状固体内部弹性各向异性的微观基础。采用离散元素法 (DEM),将增量探针施加到通过团块策略产生的椭圆形颗粒的包装配置上。合成试样经过精心设计,以防止永久性重新排列,从而确保完全可逆的颗粒结构。通过分析和数值方法的综合运用,该研究建立了比例关系,揭示了颗粒取向和接触曲率对弹性各向异性的交织影响,有效地分解了它们各自的贡献。研究结果从数学角度清楚地识别了两种共存的弹性各向异性形式:一种是微结构类型的弹性各向异性,源于初始颗粒排列的方向特性(在弹性方面称为固有);另一种是机械过程的弹性各向异性,例如由外加应力路径促进的接触相互作用(在这里称为诱导)。具体来说,我们发现这些各向异性贡献都可以与不同的结构变量联系起来,即形状结构(此处与颗粒方向和颗粒长宽比相关)和接触面积结构(此处与接触点的局部法向力和颗粒曲率相关)。固有弹性各向异性主要受形状结构的微观结构特征支配,而诱导弹性各向异性则主要由接触面积结构驱动。通过强调微观结构织构在决定宏观弹性各向异性中的关键作用,DEM 模拟还校准了非线性各向异性超弹性模型的织构成分,从而为利用颗粒尺度过程与连续尺度力学性能之间的深刻联系来增强颗粒材料组成规律的预测能力铺平了道路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Deciphering how the particle shape modulates the elastic anisotropy of granular media
Anisotropy is a quintessential property of granular materials, in large part stemming from the complex interparticle interactions modulated by particle shape, orientation, and contact properties. This paper delves into the microscopic underpinnings of elastic anisotropy within granular solids composed of non-spherical particles. Employing the Discrete Element Method (DEM), incremental probes have been imposed on packed configurations of ellipsoidal particles generated through a clumping strategy. The synthetic specimens were deliberately designed to prevent permanent rearrangements, thereby ensuring fully reversible granular structures. Through a comprehensive blend of analytical and numerical approaches, the study establishes scaling relationships that shed light on the intertwined influence of particle orientation and contact curvature on elastic anisotropy, effectively disentangling their individual contributions. The results enabled a clear mathematical identification of two coexisting forms of elastic anisotropy: one of microstructural type, stemming from the directional properties of the initial particle arrangement (which in an elastic context is here referred to as inherent) and another stemming from mechanical processes, such as contact interaction promoted by the imposed stress path (here referred to as induced). Specifically, it is found that each of these anisotropy contributions can be linked to distinct fabric variables, namely the shape fabric (here associated with particle orientation and aspect ratio of the particles) and the contact area fabric (here associated with the local normal force and curvature of the particles at contact points). Inherent elastic anisotropy is revealed to be predominantly governed by the microstructural characteristics of shape fabric, whereas, induced elastic anisotropy is shown to be primarily driven by the contact area fabric. By underscoring the critical role played by microstructural fabrics in determining macroscale elastic anisotropy, the DEM simulations also enabled the calibration of the fabric components of a nonlinear anisotropic hyperelastic model, thereby paving the way for enhanced predictive capabilities of constitutive laws for granular materials harnessing the profound connection between grain-scale processes and continuum-scale mechanical properties.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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