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基于可破碎离散单元的铁路碎石道砟磨耗机制研究
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  • 英文篇名:Research of Wear Mechanism of Railway Ballast Based on Crushable Discrete Element
  • 作者:徐旸 ; 高亮 ; 杨国涛 ; 侯博文 ; 殷浩
  • 英文作者:XU Yang;GAO Liang;YANG Guotao;HOU Bowen;YIN Hao;Railway Engineering Research Institution,China Academy of Railway Sciences Corporation Limited;School of Civil Engineering,Beijing Jiaotong University;
  • 关键词:铁路碎石道砟 ; 三维激光扫描 ; 离散元法 ; 磨耗性能
  • 英文关键词:railway ballast;;three-dimensional laser scanner;;discrete element method;;wear-resisting property
  • 中文刊名:TDXB
  • 英文刊名:Journal of the China Railway Society
  • 机构:中国铁道科学研究院集团有限公司铁道建筑研究所;北京交通大学土木建筑工程学院;
  • 出版日期:2019-02-15
  • 出版单位:铁道学报
  • 年:2019
  • 期:v.41;No.256
  • 基金:国家自然科学基金(51808556,51808557);; 中国铁路总公司科技研究开发计划(N2018G041)
  • 语种:中文;
  • 页:TDXB201902018
  • 页数:6
  • CN:02
  • ISSN:11-2104/U
  • 分类号:128-133
摘要
采用三维激光扫描技术,提出基于真实颗粒外形的可破碎道砟单元构造方法,在此基础上通过离散元法建立洛杉矶磨耗试验的精细化数值仿真模型;结合室内试验结果对数值模型进行标定与验证,重点研究《TB/T 2140—2008铁路碎石道砟》中规定的针、片状道砟颗粒对道砟集料在循环荷载作用下劣化演化机制及动力特性的影响规律。结果表明:针状道砟颗粒会严重削弱道砟集料的整体耐磨性能,且极易发生转动;片状颗粒对道砟集料的整体耐磨性能影响不明显,且在循环荷载作用下具有较好的动态稳定性。仅就道砟的磨耗性能而言,建议相关规范在规定针、片状颗粒含量时综合考虑整体耐磨性能和动态稳定性。
        Using three-dimensional laser scanning technology,a construction method of crushable railway ballast discrete element based on real ballast shape was proposed.A refined numerical simulation model of Los Angeles Abrasion test was built with discrete element method.The results of laboratory experiment were used to verify the numerical model.The influence of needle and flaky shape ballast stipulated by industrial standard on wear mechanism and dynamic characteristics of ballast aggregate during cyclic loading was focused during the research.The results show that needle shape ballast not only weakens the wear-resisting property of ballast aggregate observably but also easy to rotate.However,the flaky shape ballast does not have obvious influence on wear-resisting property of ballast aggregate,while it shows good dynamic stability during cyclic loading.As far as the wear-resisting property of ballast is concerned,the wear-resisting property and dynamic stability should be taken into account when the needle and flaky shape ballast rate limit is stipulated in relevant codes.
引文
[1]SELIG E T,WATERS J M.Track Geotechnology and Substructure Management[M].London:Thomas Telford,1994:174-168.
    [2]TENNAKOON N,INDRARATNA B.Behaviour of Clayfouled Ballast under Cyclic Loading[J].Géotechnique,2014,64(6):502-506.
    [3]MCDOWELL G R,LU M.Discrete Element Modelling of Railway Ballast under Monotonic and Cyclic Triaxial Loading[J].Géotechnique,2010,60(6):459-467.
    [4]INDRARATNA B,TENNAKOON N,NIMBALKAR S S,et al.Behaviour of Clay-fouled Ballast under Drained Triaxial Testing[J].Géotechnique,2012,63(5):410-419.
    [5]QIAN Y,BOLER H,MOAVENI M,et al.Characterizing Ballast Degradation through Los Angeles Abrasion Test and Image Analysis[J].Journal of the Transportation Research Board,2014:142-151.
    [6]HOFER V,BACH H,LATAL C,et al.Impact of Geometric and Petrographic Characteristics on the Variability of LA Test Values for Railway Ballast[J].Mathematical Geosciences,2013,45(6):727-752.
    [7]LU M,MCDOWELL G R.The Importance of Modelling Ballast Particle Shape in the Discrete Element Method[J].Granular Matter,2007,9:69-80.
    [8]INDRARATNA B,RUJIKIATKAMJORN C,NGO N T.Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing:Discrete Element Simulation[J].International Journal of Geomechanics,2014,14(1):34-44.
    [9]INDRARATNA B,THAKUR P,VINOD J S.Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading[J].International Journal of Geomechanics,2010,10(4):136-144.
    [10]LIM W L,MCDOWELL G R.Discrete Element Modelling of Railway Ballast[J].Granular Matter,2005,7(1):19-29.
    [11]张振超,赵春发,张徐.加载位置对道砟静态压碎形式的影响研究[J].铁道建筑,2014(11):152-156.ZHANG Zhenchao,ZHAO Chunfa,ZHANG Xu.Simulation Study on Influence of Load Position on Static Crushing Form of Ballasts[J].Railway Engineering,2014(11):152-156.
    [12]中华人民共和国铁道部.TB/T 2140-2008铁路碎石道砟[S].北京:中国铁道出版社,2008.
    [13]徐旸,高亮,杨国涛,等.道砟颗粒的精细化建模及对道床力学性能影响[J].铁道学报,2014,36(9):73-78.XU Yang,GAO Liang,YANG Guotao,et al.Fine Modelling of Ballast Grains and Influence on Mechanical Properties of Track Bed[J].Journal of the China Railway Society,2014,36(9):73-78.
    [14]徐旸,高亮,井国庆,等.脏污对道床剪切性能影响及评估指标的离散元分析[J].工程力学,2015,32(8):96-102.XU Yang,GAO Liang,JING Guoqing,et al.Shear Behavior Analysis of Fouled Railroad Ballast by DEM and Its Evaluation Index[J].Engineering Mechanics,2015,32(8):96-102.
    [15]LU M F,MCDOWELL G R.Discrete Element Modelling of Railway Ballast under Triaxial Conditions[J].Geomechanics and Geoengineering,2008,3(4):257-270.

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