Siqiang Wang , Lu Liu , Qingwei Xu , Dongfang Liang , Shunying Ji
{"title":"A unified Minkowski sum model for largely deformed granular materials with arbitrary morphologies","authors":"Siqiang Wang , Lu Liu , Qingwei Xu , Dongfang Liang , Shunying Ji","doi":"10.1016/j.cma.2024.117427","DOIUrl":null,"url":null,"abstract":"<div><div>Since deformable granular materials with arbitrary morphologies constructed by different dilated non-spherical models in complex structures remain challenging for numerical simulations using the discrete element method (DEM), a unified Minkowski sum model was proposed for calculating collision forces and large deformations of arbitrarily shaped granular materials and structures. In this model, dilated superquadric equations, dilated spherical harmonic functions, and dilated polyhedrons were developed to construct arbitrarily shaped particles, and Fibonacci and automatic mesh simplification algorithms were established to determine the surface meshes of the particles with controlled accuracy. Subsequently, the Minkowski sum model based on chain-linked meshes and granular skeletons was proposed to calculate collision forces and large deformations of rigid and deformable granular materials. To investigate the conservation, accuracy, and robustness of the proposed model, six sets of numerical examples were conducted and compared with the theoretical and finite element results, which included the static analysis of a deformable granular skeleton, the mechanical analysis of a single deformable structure, a single deformable particle impacting a rigid wall, the collision between two rigid and deformable particles, the accumulation of multiple rigid particles on a deformable structure, and compression of multiple deformable particles within a deformable structure. The corresponding numerical results are in good agreement with the theoretical and finite element results, which verifies that the present DEM model can accurately predict the large deformation characteristics of different dilated DEM models and can be extensively applied to the dynamic flows and deformation behaviors of arbitrarily shaped granular materials involving multiple DEM models in deformable structures.</div></div>","PeriodicalId":55222,"journal":{"name":"Computer Methods in Applied Mechanics and Engineering","volume":null,"pages":null},"PeriodicalIF":6.9000,"publicationDate":"2024-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computer Methods in Applied Mechanics and Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0045782524006820","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
Since deformable granular materials with arbitrary morphologies constructed by different dilated non-spherical models in complex structures remain challenging for numerical simulations using the discrete element method (DEM), a unified Minkowski sum model was proposed for calculating collision forces and large deformations of arbitrarily shaped granular materials and structures. In this model, dilated superquadric equations, dilated spherical harmonic functions, and dilated polyhedrons were developed to construct arbitrarily shaped particles, and Fibonacci and automatic mesh simplification algorithms were established to determine the surface meshes of the particles with controlled accuracy. Subsequently, the Minkowski sum model based on chain-linked meshes and granular skeletons was proposed to calculate collision forces and large deformations of rigid and deformable granular materials. To investigate the conservation, accuracy, and robustness of the proposed model, six sets of numerical examples were conducted and compared with the theoretical and finite element results, which included the static analysis of a deformable granular skeleton, the mechanical analysis of a single deformable structure, a single deformable particle impacting a rigid wall, the collision between two rigid and deformable particles, the accumulation of multiple rigid particles on a deformable structure, and compression of multiple deformable particles within a deformable structure. The corresponding numerical results are in good agreement with the theoretical and finite element results, which verifies that the present DEM model can accurately predict the large deformation characteristics of different dilated DEM models and can be extensively applied to the dynamic flows and deformation behaviors of arbitrarily shaped granular materials involving multiple DEM models in deformable structures.
由于使用离散元法(DEM)进行数值模拟时,由不同的扩张非球形模型构建的具有复杂结构的任意形态的可变形颗粒材料仍然具有挑战性,因此提出了一种统一的闵科夫斯基和模型,用于计算任意形状颗粒材料和结构的碰撞力和大变形。在该模型中,开发了扩张超四元方程、扩张球谐函数和扩张多面体来构造任意形状的颗粒,并建立了斐波纳契算法和自动网格简化算法,以控制精度来确定颗粒的表面网格。随后,提出了基于链锁网格和颗粒骨架的 Minkowski 和模型,用于计算刚性和可变形颗粒材料的碰撞力和大变形。为了考察所提模型的守恒性、准确性和鲁棒性,进行了六组数值实例并与理论和有限元结果进行了比较,包括可变形颗粒骨架的静力分析、单个可变形结构的力学分析、单个可变形颗粒撞击刚性壁、两个刚性颗粒和可变形颗粒之间的碰撞、多个刚性颗粒在可变形结构上的堆积以及可变形结构内多个可变形颗粒的压缩。相应的数值结果与理论和有限元结果吻合良好,验证了本 DEM 模型能准确预测不同扩张 DEM 模型的大变形特性,可广泛应用于可变形结构中涉及多个 DEM 模型的任意形状颗粒材料的动态流动和变形行为。
期刊介绍:
Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.