{"title":"A Constitutive Model Allowing for Particle Size‐Shape Coevolution","authors":"Divyanshu Lal, Giuseppe Buscarnera","doi":"10.1002/nag.70009","DOIUrl":null,"url":null,"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.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"103 1","pages":""},"PeriodicalIF":3.6000,"publicationDate":"2025-07-02","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://doi.org/10.1002/nag.70009","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
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.
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.