Tao Zhang, Liyuan Yu, Yongpeng Tian, Hai Pu, Mengjun Chen, Jiwen Bai, Minghe Ju, Yaoyao Meng
{"title":"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","authors":"Tao Zhang, Liyuan Yu, Yongpeng Tian, Hai Pu, Mengjun Chen, Jiwen Bai, Minghe Ju, Yaoyao Meng","doi":"10.1007/s40571-025-00915-2","DOIUrl":null,"url":null,"abstract":"<div><p>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 <i>R</i><sub>G</sub> during cyclic loading and unloading is investigated. Our results demonstrate that specimens with varying <i>R</i><sub>G</sub> exhibit stress–strain curves that form a “hysteresis loop” due to nonideal elasticity deformation. As<i> R</i><sub>G</sub> 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<i> R</i><sub>G</sub> 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<i> R</i><sub>G</sub> 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 <i>R</i><sub>G</sub>, the numbers of HF in whole structures and intragranular structures rise, while the number of HF in intergranular structures decreases. As <i>R</i><sub>G</sub> 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.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"12 4","pages":"2227 - 2246"},"PeriodicalIF":2.8000,"publicationDate":"2025-02-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"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\",\"authors\":\"Tao Zhang, Liyuan Yu, Yongpeng Tian, Hai Pu, Mengjun Chen, Jiwen Bai, Minghe Ju, Yaoyao Meng\",\"doi\":\"10.1007/s40571-025-00915-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>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 <i>R</i><sub>G</sub> during cyclic loading and unloading is investigated. Our results demonstrate that specimens with varying <i>R</i><sub>G</sub> exhibit stress–strain curves that form a “hysteresis loop” due to nonideal elasticity deformation. As<i> R</i><sub>G</sub> 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<i> R</i><sub>G</sub> 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<i> R</i><sub>G</sub> 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 <i>R</i><sub>G</sub>, the numbers of HF in whole structures and intragranular structures rise, while the number of HF in intergranular structures decreases. As <i>R</i><sub>G</sub> 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.</p></div>\",\"PeriodicalId\":524,\"journal\":{\"name\":\"Computational Particle Mechanics\",\"volume\":\"12 4\",\"pages\":\"2227 - 2246\"},\"PeriodicalIF\":2.8000,\"publicationDate\":\"2025-02-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computational Particle Mechanics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s40571-025-00915-2\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s40571-025-00915-2","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
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.
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.