A Constitutive Model Allowing for Particle Size‐Shape Coevolution

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Divyanshu Lal, Giuseppe Buscarnera
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引用次数: 0

Abstract

This paper presents a constitutive model developed within the Continuum Breakage Mechanics (CBM) framework. The proposed model explicitly accounts for particle shape evolution during the compression of crushable granular materials. Most importantly, the proposed formulation includes a novel expression of the dissipation function that enables a versatile definition of the rate of particle shape evolution during crushing. It is shown that this approach overcomes the limitations of previous formulations by relaxing the constraints that restricted the viable range of the coevolution constants, thus allowing for better alignment with the shape evolution trends observed in crushable granular materials. Additionally, the framework extends its capability to simulate more general loading conditions beyond isotropic compression, thus broadening its practical applicability. The model is validated against synthetic data obtained with a level set discrete element model (LS‐DEM) able to resolve complex particle shapes and their evolution. The results demonstrate the promising performance of the model in capturing the compression behavior of crushable granular materials.
允许颗粒尺寸-形状协同进化的本构模型
本文提出了在连续介质断裂力学(CBM)框架内发展的本构模型。该模型明确地解释了可破碎颗粒材料在压缩过程中的颗粒形状演变。最重要的是,所提出的公式包括耗散函数的新表达式,使粉碎过程中颗粒形状演化速率的通用定义。结果表明,该方法克服了先前公式的局限性,放松了限制共同演化常数可行范围的约束,从而允许更好地与可破碎颗粒材料中观察到的形状演化趋势一致。此外,该框架扩展了其模拟更一般的载荷条件的能力,超出了各向同性压缩,从而扩大了其实际适用性。该模型通过能够解析复杂颗粒形状及其演变的水平集离散元素模型(LS‐DEM)获得的合成数据进行了验证。结果表明,该模型在捕捉可破碎颗粒材料的压缩行为方面具有良好的性能。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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