Jing Chen, Chaofa Zhao, Yanni Chen, Zhongxuan Yang
{"title":"Effects of particle overall regularity and surface roughness on fabric evolution of granular materials: DEM simulations","authors":"Jing Chen, Chaofa Zhao, Yanni Chen, Zhongxuan Yang","doi":"10.1002/nag.3792","DOIUrl":null,"url":null,"abstract":"<p>Particle shape irregularity is a notable feature of granular materials that exerts a profound influence on their mechanical behavior. This study examines the effects of particle overall regularity and surface roughness on the fabric evolution of granular materials using the Discrete Element Method (DEM). By connecting multiple spheres with varying sizes and positions, a diversity of clump particles characterized by distinct overall regularity (<span></span><math>\n <semantics>\n <mrow>\n <mi>O</mi>\n <mi>R</mi>\n </mrow>\n <annotation>$OR$</annotation>\n </semantics></math>) and surface roughness (<span></span><math>\n <semantics>\n <msub>\n <mi>R</mi>\n <mi>c</mi>\n </msub>\n <annotation>$R_c$</annotation>\n </semantics></math>) are generated. A series of DEM simulations on drained triaxial compression tests have then been performed on granular assemblies with varying shapes, whereby their characteristics of contact intensity and the anisotropy of various fabric entities defined by contact normal, branch vector, and particle orientation, have been thoroughly investigated. The results show that increasing particle shape irregularity, indicated by smaller values of <span></span><math>\n <semantics>\n <mrow>\n <mi>O</mi>\n <mi>R</mi>\n </mrow>\n <annotation>$OR$</annotation>\n </semantics></math> and <span></span><math>\n <semantics>\n <msub>\n <mi>R</mi>\n <mi>c</mi>\n </msub>\n <annotation>$R_c$</annotation>\n </semantics></math>, is generally associated with an enhanced internal structure within the granular assembly, exhibiting a higher mechanical coordination number and a greater fabric anisotropy. Conversely, in granular assemblies with relatively high overall regularity, the fabric anisotropy is notably reduced, and this reduction cannot be compensated by enhancements in particle surface roughness. The evolution of two contact-related fabric anisotropies is analyzed in relation to particle orientation-based fabric anisotropy, which is more profoundly influenced by particle overall regularity, underscoring its significant role in fabric evolution of granular materials.</p>","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":null,"pages":null},"PeriodicalIF":3.4000,"publicationDate":"2024-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/nag.3792","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Particle shape irregularity is a notable feature of granular materials that exerts a profound influence on their mechanical behavior. This study examines the effects of particle overall regularity and surface roughness on the fabric evolution of granular materials using the Discrete Element Method (DEM). By connecting multiple spheres with varying sizes and positions, a diversity of clump particles characterized by distinct overall regularity () and surface roughness () are generated. A series of DEM simulations on drained triaxial compression tests have then been performed on granular assemblies with varying shapes, whereby their characteristics of contact intensity and the anisotropy of various fabric entities defined by contact normal, branch vector, and particle orientation, have been thoroughly investigated. The results show that increasing particle shape irregularity, indicated by smaller values of and , is generally associated with an enhanced internal structure within the granular assembly, exhibiting a higher mechanical coordination number and a greater fabric anisotropy. Conversely, in granular assemblies with relatively high overall regularity, the fabric anisotropy is notably reduced, and this reduction cannot be compensated by enhancements in particle surface roughness. The evolution of two contact-related fabric anisotropies is analyzed in relation to particle orientation-based fabric anisotropy, which is more profoundly influenced by particle overall regularity, underscoring its significant role in fabric evolution of granular materials.
颗粒形状不规则是颗粒材料的一个显著特征,对其力学行为有深远影响。本研究利用离散元素法(DEM)研究了颗粒整体规则性和表面粗糙度对颗粒材料结构演变的影响。通过连接多个大小和位置不同的球体,产生了具有不同整体规则性(O R $OR$ )和表面粗糙度(R c $R_c$ )特征的多种团块颗粒。随后,对不同形状的颗粒组合体进行了一系列排水三轴压缩试验的 DEM 模拟,深入研究了它们的接触强度特征以及由接触法线、分支矢量和颗粒方向定义的各种结构实体的各向异性。研究结果表明,颗粒形状不规则程度的增加(O R $OR$ 和 R c $R_c$ 值越小)通常与颗粒集合体内部结构的增强有关,表现出更高的机械配位数和更大的结构各向异性。相反,在整体规则性相对较高的颗粒集合体中,织构各向异性明显降低,而且这种降低无法通过颗粒表面粗糙度的提高来补偿。本文分析了两种与接触相关的织物各向异性的演变与基于颗粒取向的织物各向异性的关系,后者受颗粒整体规则性的影响更深,突出了其在颗粒材料织物演变中的重要作用。
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.