考虑固态到类流体相变的颗粒流物质点法建模

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Hang Feng, Weijian Liang, Zhen‐Yu Yin, Liming Hu
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引用次数: 0

摘要

颗粒流在各种工程场景中无处不在,例如山体滑坡、雪崩和工业过程。可靠的颗粒流建模对于减轻潜在危害和优化工艺效率至关重要。然而,颗粒介质在固体和流体状态之间转换的复杂行为对其建模提出了重大挑战,特别是在涉及快速动员时。为了应对这一挑战,我们提出了一种创新的本构模型,能够通过整合不同状态下的摩擦和碰撞机制来捕捉颗粒流动的高度非线性行为。该模型包含两个不同的应力成分:摩擦应力和碰撞应力。摩擦应力由基于临界状态的弹塑性模型控制,该模型准确地描述了颗粒介质的类固体行为。另一方面,碰撞应力是使用一个完善的动力学理论来制定的,该理论有效地捕捉了颗粒介质的流体样行为。为了在这两种状态之间无缝转换,我们引入了一个新的状态变量,即颗粒温度,它可以作为颗粒系统动能的度量。这种创新的过渡模型被进一步纳入基于GPU的物质点法(MPM),并用于模拟两种类型的颗粒流,包括倾斜表面上的柱倒塌和水槽试验。数值结果与现有的实验数据吻合良好,突出了我们提出的相变模型与MPM建模方法的有效性,该模型有效地捕捉了颗粒材料在从起始到最终沉积的整个动员过程中从固体状态到流体状态的转变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Material Point Method Modeling of Granular Flow Considering Phase Transition From Solid‐Like to Fluid‐Like States
Granular flow is ubiquitous in various engineering scenarios, such as landslides, avalanches, and industrial processes. Reliable modeling of granular flow is crucial for mitigating potential hazards and optimizing process efficiency. However, the complex behavior of granular media, which transitions between solid‐like and fluid‐like states, poses a significant challenge in their modeling, particularly when involving rapid mobilization. To address this challenge, we propose an innovative constitutive model capable of capturing the highly nonlinear behavior of granular flow by integrating frictional and collisional mechanisms under varying states. The proposed model incorporates two distinct stress components: frictional stress and collisional stress. The frictional stress is governed by a critical‐state‐based elastoplasticity model, which accurately describes the solid‐like behavior of granular media. On the other hand, the collisional stress is formulated using a well‐established kinetic theory, which effectively captures the fluid‐like behavior of granular media. To seamlessly transition between these two states, we introduce a novel state variable, the granular temperature, which serves as a measure of the kinetic energy of the granular system. This innovative transition model is further incorporated into a GPU‐based material point method (MPM) and used to model two types of granular flows, including column collapse and flume test on an inclined surface. The numerical results show good agreement with available experimental data, highlighting the efficacy of our proposed phase transition model with the MPM modeling approach in effectively capturing the transition of granular materials from solid‐like to fluid‐like states throughout the mobilization process, from initiation to final deposition.
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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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