基于体素化和接触数放大的球状非连续变形分析模拟压载物的单颗粒破损

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-09-23 DOI:10.1016/j.compgeo.2024.106780
{"title":"基于体素化和接触数放大的球状非连续变形分析模拟压载物的单颗粒破损","authors":"","doi":"10.1016/j.compgeo.2024.106780","DOIUrl":null,"url":null,"abstract":"<div><div>In this study, the sphere discontinuous deformation analysis (SDDA) method combined with the voxelization method and amplification by the contact number method are adopted for single-particle crushing modeling of ballast particles with realistic shapes. The effects of loading rate, particle reconstruction method, and particle placement on the crushing behaviour are discussed. The results verify that the proposed approach of a single-particle crushing model using amplification by contact number can more accurately simulate the crushing process of ballast particles in terms of displacement-load curve, and crack patterns. As the loading rate increases, the simulation changes from quasi-static loading to impact loading. In addition, the method of gradient descent is used to reach the minimum potential state of ballast, where particle rotation is skipped during the whole crushing process with less computing cost. This study provides an effective method for simulating single-particle breakage of ballast in the SDDA framework.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":null,"pages":null},"PeriodicalIF":5.3000,"publicationDate":"2024-09-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number\",\"authors\":\"\",\"doi\":\"10.1016/j.compgeo.2024.106780\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In this study, the sphere discontinuous deformation analysis (SDDA) method combined with the voxelization method and amplification by the contact number method are adopted for single-particle crushing modeling of ballast particles with realistic shapes. The effects of loading rate, particle reconstruction method, and particle placement on the crushing behaviour are discussed. The results verify that the proposed approach of a single-particle crushing model using amplification by contact number can more accurately simulate the crushing process of ballast particles in terms of displacement-load curve, and crack patterns. As the loading rate increases, the simulation changes from quasi-static loading to impact loading. In addition, the method of gradient descent is used to reach the minimum potential state of ballast, where particle rotation is skipped during the whole crushing process with less computing cost. This study provides an effective method for simulating single-particle breakage of ballast in the SDDA framework.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":5.3000,\"publicationDate\":\"2024-09-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X24007195\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X24007195","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0

摘要

本研究采用球不连续变形分析(SDDA)方法,结合体素化方法和接触数放大法,对具有真实形状的压载颗粒进行单颗粒破碎建模。讨论了加载速率、颗粒重构方法和颗粒位置对破碎行为的影响。结果验证了所提出的采用接触数放大法的单颗粒破碎模型在位移-荷载曲线和裂纹形态方面能更精确地模拟压载颗粒的破碎过程。随着加载速率的增加,模拟也从准静态加载转变为冲击加载。此外,利用梯度下降法达到压载物的最小势态,在整个破碎过程中跳过颗粒旋转,计算成本较低。这项研究为在 SDDA 框架下模拟道碴的单颗粒破碎提供了一种有效的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Sphere discontinuous deformation analysis simulation of single-particle breakage of ballast based on voxelization and amplification by contact number
In this study, the sphere discontinuous deformation analysis (SDDA) method combined with the voxelization method and amplification by the contact number method are adopted for single-particle crushing modeling of ballast particles with realistic shapes. The effects of loading rate, particle reconstruction method, and particle placement on the crushing behaviour are discussed. The results verify that the proposed approach of a single-particle crushing model using amplification by contact number can more accurately simulate the crushing process of ballast particles in terms of displacement-load curve, and crack patterns. As the loading rate increases, the simulation changes from quasi-static loading to impact loading. In addition, the method of gradient descent is used to reach the minimum potential state of ballast, where particle rotation is skipped during the whole crushing process with less computing cost. This study provides an effective method for simulating single-particle breakage of ballast in the SDDA framework.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
期刊最新文献
An adversarial multi-source transfer learning method for the stability analysis of methane hydrate-bearing sediments Microscopic investigation of shape effect on local scour around the monopile using CFD-DEM MatGBM: A Computer Vision-Aided Triangular Mesh Generator for High-Fidelity Grain-Based Model Three-dimensional dynamic responses of a layered transversely isotropic half-space with irregular interfaces using the thin layer method Editorial Board
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1