基于DEM-MFBD方法的有砟轨道路基不均匀沉降影响分析

余翠英; 雷红博; 罗文俊; 马斌

doi:10.11835/j.issn.2096-6717.2022.074

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基于DEM-MFBD方法的有砟轨道路基不均匀沉降影响分析

土木工程 | 更新时间：2023-07-10

- 基于DEM-MFBD方法的有砟轨道路基不均匀沉降影响分析
- Analysis of uneven subgrade settlement of ballasted track based on DEM-MFBD method
- 土木与环境工程学报 2023年45卷第4期页码：10-18
- 作者机构：
  
  1.华东交通大学，理学院，南昌 330013
  2.华东交通大学，土木建筑学院，南昌 330013
  3.中铁二局集团有限公司，成都 610013
- 作者简介：
  
  余翠英（1976- ），女，博士，副教授，主要从事列车—轨道(桥梁)系统振动、无砟轨道结构伤损机理及脱轨安全控制研究，E-mail：yucuiying1023@163.com。
  罗文俊（通信作者），女，教授，博士生导师，E-mail：lwj06051979@163.com。
- 基金信息：
  
  国家自然科学基金(52068028);江西省自然科学基金(20212BAB204015);江西省教育厅科技资助项目(GJJ190329);华东交通大学博士启动资金(452)
- DOI：10.11835/j.issn.2096-6717.2022.074
  中图分类号： U213.1
- 收稿：2022-04-02，
  
  纸质出版：2023-08-25
- 稿件说明：
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余翠英, 雷红博, 罗文俊, 等. 基于DEM-MFBD方法的有砟轨道路基不均匀沉降影响分析[J]. 土木与环境工程学报, 2023,45(4):10-18.

YU Cuiying, LEI Hongbo, LUO Wenjun, et al. Analysis of uneven subgrade settlement of ballasted track based on DEM-MFBD method[J]. Journal of Civil and Environmental Engineering, 2023, 45(4): 10-18.
余翠英, 雷红博, 罗文俊, 等. 基于DEM-MFBD方法的有砟轨道路基不均匀沉降影响分析[J]. 土木与环境工程学报, 2023,45(4):10-18. DOI： 10.11835/j.issn.2096-6717.2022.074.

YU Cuiying, LEI Hongbo, LUO Wenjun, et al. Analysis of uneven subgrade settlement of ballasted track based on DEM-MFBD method[J]. Journal of Civil and Environmental Engineering, 2023, 45(4): 10-18. DOI： 10.11835/j.issn.2096-6717.2022.074.

摘要

针对有砟轨道路基不均匀沉降现象，开展有砟轨道结构整体变形分析。基于离散元—多柔性体动力学耦合方法(DEM-MFBD)，建立了一种简化的2.5维有砟轨道耦合模型，并将其用于有砟轨道细观力学特性研究。基于此耦合模型特性，提出荷载及刚度折减方法，对不同路基沉降波长、幅值下有砟轨道结构整体受力变形进行计算分析，在此基础上研究路基不均匀沉降对轨枕空吊的影响规律。结果表明：路基沉降幅值和波长的增加均导致轨道不平顺明显增大，并促使道床应力集中位置外扩；钢轨沉降面积与路基沉降面积的比值(

)可以反映轨枕空吊情况；路基沉降幅值为10~15 mm时出现轨枕空吊，建议沉降限值不超过10 mm，以便工务部门控制轨枕空吊和轨道不平顺等病害。

Abstract

In view of the uneven settlement of ballasted track subgrade

the overall deformation analysis of ballasted track structure is carried out. Based on the coupling method of discrete element method and multi-flexible body dynamic (DEM-MFBD)

a simplified 2.5-dimension coupling model of ballasted track is introduced and applied to the study of meso-mechanical properties of ballasted track. Based on the characteristics of the coupling model

the load and stiffness reduction method is proposed. The global stress and deformation of the ballasted track structure under different subgrade settlement wavelengths and amplitudes are calculated and analyzed. At the same time

influence of uneven subgrade settlement on unsupported sleepers is studied. The results show that the increase of subgrade settlement amplitude or wavelength obviously leads to the increase of track irregularity and the outward expansion of the stress concentration position of the ballast bed. The ratio of rail settlement area to subgrade settlement area (

) can reflect the status of unsupported sleepers. It is found that the unsupported sleepers are produced when the subgrade settlement amplitude is 10-15 mm. Therefore

it is suggested that the subgrade settlement amplitude should be controlled within 10 mm

so that the engineering department can control the problems such as unsupported sleepers and track irregularity.

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references

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