{"title":"DEM meso-damage analysis for double-block ballastless track with non-coincident interlayer contact","authors":"Jiajun He, Weixing Liu, Chang Xu, Tianci Xu, Zhixuan Wang, Pingrui Zhao","doi":"10.1007/s40571-024-00824-w","DOIUrl":null,"url":null,"abstract":"<p>Interlayer cracking has become a major defect in ballastless tracks, and the uniaxial compression behavior and damage under non-coincident interlayer contact have become a key research focus to support service performance. This study establishes a discrete element model for the non-coincident interlayer contact of composite specimens of double-block ballastless track under normal loads. The normal load–displacement curve was obtained, and the meso-damage characteristics with non-coincident interlayer contact were investigated. By analyzing the changes in force chains and crack propagation during the loading process, the damage mechanism of non-coincident interlayer contact is clarified. The influence of roughness on the damage behavior of composite specimens under non-coincident interlayer contact is also discussed. The results show that: 1) The normal displacement increases nonlinearly under normal loads, and during the loading process, the bonding between particles on the rough interface breaks, leading to a sudden drop in load; 2) there is a linear relationship between the number of cracks and displacement in the interlayer region, while in the matrix region, the relationship is stage-dependent. During the stage where damage occurs in both the interlayer interface and matrix, the matrix begins to fail, with 83% of all cracks appearing in this stage; 3) there is a correlation between the force chain and the development of damage in the specimens. When interlayer spalling occurs, shear cracks dominate; when the matrix begins to crack and penetrate, tensile cracks dominate; and 4) the peak strength of specimens with non-coincident interlayer contact and <i>R</i><sub>a</sub> follows an exponential function relationship. As roughness increases, the failure mode of the specimens shifts from primarily matrix cross-penetration to primarily interlayer material spalling. Additionally, the proportion of cracks in the interlayer region relative to the total gradually increases. The results of this study will contribute to a deeper understanding of the damage mechanism after interlayer cracking in ballastless tracks, particularly the damage evolution characteristics at the mesoscopic level.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"107 1","pages":""},"PeriodicalIF":2.8000,"publicationDate":"2024-09-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40571-024-00824-w","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}
引用次数: 0
Abstract
Interlayer cracking has become a major defect in ballastless tracks, and the uniaxial compression behavior and damage under non-coincident interlayer contact have become a key research focus to support service performance. This study establishes a discrete element model for the non-coincident interlayer contact of composite specimens of double-block ballastless track under normal loads. The normal load–displacement curve was obtained, and the meso-damage characteristics with non-coincident interlayer contact were investigated. By analyzing the changes in force chains and crack propagation during the loading process, the damage mechanism of non-coincident interlayer contact is clarified. The influence of roughness on the damage behavior of composite specimens under non-coincident interlayer contact is also discussed. The results show that: 1) The normal displacement increases nonlinearly under normal loads, and during the loading process, the bonding between particles on the rough interface breaks, leading to a sudden drop in load; 2) there is a linear relationship between the number of cracks and displacement in the interlayer region, while in the matrix region, the relationship is stage-dependent. During the stage where damage occurs in both the interlayer interface and matrix, the matrix begins to fail, with 83% of all cracks appearing in this stage; 3) there is a correlation between the force chain and the development of damage in the specimens. When interlayer spalling occurs, shear cracks dominate; when the matrix begins to crack and penetrate, tensile cracks dominate; and 4) the peak strength of specimens with non-coincident interlayer contact and Ra follows an exponential function relationship. As roughness increases, the failure mode of the specimens shifts from primarily matrix cross-penetration to primarily interlayer material spalling. Additionally, the proportion of cracks in the interlayer region relative to the total gradually increases. The results of this study will contribute to a deeper understanding of the damage mechanism after interlayer cracking in ballastless tracks, particularly the damage evolution characteristics at the mesoscopic level.
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.