Pinglu Chen, Jianghong Su, Qixiang Xie, Jing Xu, Muhua Liu
{"title":"红壤丘陵区离散元模型参数的确定及螺旋开刀性能分析的验证","authors":"Pinglu Chen, Jianghong Su, Qixiang Xie, Jing Xu, Muhua Liu","doi":"10.1007/s40571-025-00917-0","DOIUrl":null,"url":null,"abstract":"<div><p>Establishment of discrete element model of hilly red soil is an important means to carry out the interaction mechanism of soil tillage components and optimize the tillage components. The Hertz–Mindlin with bonding model was selected as the discrete element model for the hilly red soil due to its viscosity and ease of consolidation. To calibrate the parameters of the discrete element model, simulation experiments were designed based on the Box–Behnken experimental method to determine both angle of response (AOR) and penetration resistance (PR). The results indicate that the AOR is 40.67º with a soil–soil coefficient of restitution, coefficient of static friction, and coefficient of rolling friction of 0.594, 1.159, and 0.193, respectively; the PR is 517.11 N with a soil shear modulus, soil–steel coefficient of static friction, and critical normal stress of 10.1 MPa, 0.457, and 14.892 kPa, respectively; and the relative error of AOR and PR between simulation and actual measurements is 2.22 and 2.48%, respectively. Finally, the discrete element model was verified through ditching simulation and field experiment using a spiral opener. The results show that the relative error of resistance torque between simulation and field experiments is 2.18%; the relative errors of ditch depth, height of soil ridge on the left and right sides, and soil throwing distances on the left and right sides between simulation and field experiments are 4.68, 3.96, 10.24, 5.99, and 10.64%, respectively.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"12 4","pages":"2263 - 2276"},"PeriodicalIF":2.8000,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Determination of discrete element model parameters for hilly red soil and validation through spiral opener performance analysis\",\"authors\":\"Pinglu Chen, Jianghong Su, Qixiang Xie, Jing Xu, Muhua Liu\",\"doi\":\"10.1007/s40571-025-00917-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Establishment of discrete element model of hilly red soil is an important means to carry out the interaction mechanism of soil tillage components and optimize the tillage components. The Hertz–Mindlin with bonding model was selected as the discrete element model for the hilly red soil due to its viscosity and ease of consolidation. To calibrate the parameters of the discrete element model, simulation experiments were designed based on the Box–Behnken experimental method to determine both angle of response (AOR) and penetration resistance (PR). The results indicate that the AOR is 40.67º with a soil–soil coefficient of restitution, coefficient of static friction, and coefficient of rolling friction of 0.594, 1.159, and 0.193, respectively; the PR is 517.11 N with a soil shear modulus, soil–steel coefficient of static friction, and critical normal stress of 10.1 MPa, 0.457, and 14.892 kPa, respectively; and the relative error of AOR and PR between simulation and actual measurements is 2.22 and 2.48%, respectively. Finally, the discrete element model was verified through ditching simulation and field experiment using a spiral opener. The results show that the relative error of resistance torque between simulation and field experiments is 2.18%; the relative errors of ditch depth, height of soil ridge on the left and right sides, and soil throwing distances on the left and right sides between simulation and field experiments are 4.68, 3.96, 10.24, 5.99, and 10.64%, respectively.</p></div>\",\"PeriodicalId\":524,\"journal\":{\"name\":\"Computational Particle Mechanics\",\"volume\":\"12 4\",\"pages\":\"2263 - 2276\"},\"PeriodicalIF\":2.8000,\"publicationDate\":\"2025-03-18\",\"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/s40571-025-00917-0\",\"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/s40571-025-00917-0","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}
Determination of discrete element model parameters for hilly red soil and validation through spiral opener performance analysis
Establishment of discrete element model of hilly red soil is an important means to carry out the interaction mechanism of soil tillage components and optimize the tillage components. The Hertz–Mindlin with bonding model was selected as the discrete element model for the hilly red soil due to its viscosity and ease of consolidation. To calibrate the parameters of the discrete element model, simulation experiments were designed based on the Box–Behnken experimental method to determine both angle of response (AOR) and penetration resistance (PR). The results indicate that the AOR is 40.67º with a soil–soil coefficient of restitution, coefficient of static friction, and coefficient of rolling friction of 0.594, 1.159, and 0.193, respectively; the PR is 517.11 N with a soil shear modulus, soil–steel coefficient of static friction, and critical normal stress of 10.1 MPa, 0.457, and 14.892 kPa, respectively; and the relative error of AOR and PR between simulation and actual measurements is 2.22 and 2.48%, respectively. Finally, the discrete element model was verified through ditching simulation and field experiment using a spiral opener. The results show that the relative error of resistance torque between simulation and field experiments is 2.18%; the relative errors of ditch depth, height of soil ridge on the left and right sides, and soil throwing distances on the left and right sides between simulation and field experiments are 4.68, 3.96, 10.24, 5.99, and 10.64%, respectively.
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.