DEM meso-damage analysis for double-block ballastless track with non-coincident interlayer contact

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Particle Mechanics Pub Date : 2024-09-13 DOI:10.1007/s40571-024-00824-w
Jiajun He, Weixing Liu, Chang Xu, Tianci Xu, Zhixuan Wang, Pingrui Zhao
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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.

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具有非共轭层间接触的双块式无砟轨道的 DEM 中间损伤分析
层间开裂已成为无砟轨道的一个主要缺陷,而非共轭层间接触下的单轴压缩行为和损伤已成为支持服务性能的研究重点。本研究建立了双块式无砟轨道复合材料试样在法向载荷作用下的非共轭层间接触离散元模型。获得了法向载荷-位移曲线,并研究了非共轭层间接触的中间损伤特征。通过分析加载过程中力链和裂纹扩展的变化,阐明了非共轭层间接触的损伤机理。此外,还讨论了粗糙度对非共轭层间接触复合材料试样损伤行为的影响。结果表明1)在正常载荷作用下,法向位移呈非线性增加,在加载过程中,粗糙界面上颗粒间的粘结断裂,导致载荷骤降;2)在层间区域,裂纹数量与位移之间呈线性关系,而在基体区域,这种关系与阶段有关。在层间界面和基体都发生损坏的阶段,基体开始失效,83% 的裂缝都出现在这一阶段;3)试样的力链与损坏的发展之间存在相关性。当发生层间剥落时,剪切裂纹占主导地位;当基体开始开裂和穿透时,拉伸裂纹占主导地位;以及 4) 具有非共轭层间接触和 Ra 的试样的峰值强度遵循指数函数关系。随着粗糙度的增加,试样的破坏模式从主要是基体交叉渗透转变为主要是层间材料剥落。此外,层间区域的裂纹占总裂纹的比例也逐渐增加。这项研究的结果将有助于深入了解无砟轨道层间开裂后的损伤机理,尤其是中观层面的损伤演变特征。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
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.
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