粒度对循环加卸载花岗岩力学行为的影响:三维多级力链网络分析的启示

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Tao Zhang, Liyuan Yu, Yongpeng Tian, Hai Pu, Mengjun Chen, Jiwen Bai, Minghe Ju, Yaoyao Meng
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引用次数: 0

摘要

本文提出了一种基于颗粒流代码的基于颗粒的模型,以真实再现结晶花岗岩的非均质结构。然后,将其应用于循环加载和卸载仿真。在三维多层力链网络定量分析的基础上,研究了不同颗粒最小半径RG的结晶花岗岩在循环加载和卸载过程中力链特征的演变。我们的研究结果表明,由于非理想弹性变形,不同RG的试样表现出应力-应变曲线,形成“滞回线”。随着RG的增大,具有较高微强度和微模量的晶内接触比例增大,使其能够承受更大的载荷,表现出更强的抗变形能力。当颗粒内接触破裂时,颗粒之间的微尺度滑移也会减少。因此,随着RG的增大,试样的上应力阈值和弹性模量均增大,而应变值的变化范围减小。在加载过程中,大多数裂纹主要在与加载方向正交的方向范围内扩展。随着RG的增大,整个一般力链的平均值和总和增大。高强度力链(HF)的主取向与加载方向一致。随着RG的增加,全组织和晶内组织HF数量增加,晶间组织HF数量减少。随着RG的增大,矿物结构内部能够共同承受载荷的基本元素和接触点数量增加,形成的力链网络能够承受更高水平的载荷。由于微观强度的差异,晶内组织的承载力大于晶间组织的承载力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Grain size effect on the mechanical behavior of granite under cyclic loading and unloading: insights from the analysis of three-dimensional multilevel force chain network

In this paper, we proposed a novel grain-based model based on particle flow code to realistically reproduce the heterogeneous structure of crystalline granite. Then, it is applied to the cyclic loading and unloading simulation. Based on the quantitative analysis of the three-dimensional multilevel force chain network, the evolution of force chain characteristics of crystalline granites with different minimum radii of the grains RG during cyclic loading and unloading is investigated. Our results demonstrate that specimens with varying RG exhibit stress–strain curves that form a “hysteresis loop” due to nonideal elasticity deformation. As RG increases, the proportion of intragranular contacts with higher micro-strength and micro-modulus rises, enabling it to bear more loads and exhibit greater deformation resistance. The microscale slip between particles is also reduced when an intragranular contact fractures. Consequently, both the upper stress threshold and the elastic modulus of the sample increase as RG increases, while the variation range of strain values decreases. During loading, most cracks primarily propagate in an orientation range orthogonal to the loading direction. As RG increases, the average value and sum value of whole general force chains increase. The main orientation of high-strength force chains (HF) aligns with the loading direction. With an increase in RG, the numbers of HF in whole structures and intragranular structures rise, while the number of HF in intergranular structures decreases. As RG increases, the number of basic elements and contacts within the mineral structure that can jointly bear the load increases, and the formed force chain network can bear a higher level of load. Due to the difference of micro-strength, the bearing capacity of the intragranular structure is greater than that of the intergranular structure.

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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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