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三枕捣固作业中捣镐夹持力对有砟道床作用效应影响研究

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为研究三枕捣固作业中捣镐夹持力与有砟道床状态间的联系,基于计算机成像技术构建多面体道砟颗粒,考虑捣镐与道砟间复杂传力过程,提出利用虚拟单元模拟夹持油缸作用,采用DEM-MBD耦合算法及Hertz-Mindlin Nassauer Kuna本构关系建立三枕异步捣固装置-轨排-有砟道床藕合分析模型,并借助自行研制的三向振动测试传感器(TAB)获取试验数据验证仿真模型的正确性.在此基础上,揭示夹持阶段道床内部道砟颗粒接触力组构的演变过程,并利用数理统计原理从宏细观角度分析捣镐夹持力对轨枕力学状态、道砟颗粒运动特征、道床局部区域密实度及道床刚度的影响.研究结果表明,在夹持阶段道床内部的道砟颗粒法向和切向接触力合力分布均存在明显的各向异性;枕底区域对夹持力的敏感程度较高;较小和较大的夹持力均会导致枕下上部区域道砟颗粒速度分布数学期望值和方差偏大,不利于该区域道砟颗粒的密实稳定;当夹持力为7.8 kN时,道床刚度可达最大值41.43 kN/mm,轨枕接触状态良好.因此,现场线路维修时应根据起道量定制化捣镐夹持力,建议当起道量为30 mm时,一对捣镐夹持力取为7.8 kN可保证三枕捣固作业质量.
Effect of Squeezing Force of Tamping Picks on Ballast Bed during Three-sleeper Tamping Operation
To study the relationship between the squeezing force of the tamping picks and the state of the ballast bed in the three-sleeper tamping operation,simulated polyhedral ballast particles were generated based on computer imaging technology.Considering the complex force transmission process between the tamping picks and the ballast,the virtual el-ement was proposed to simulate the action of the squeezing cylinder.The DEM-MBD coupling algorithm and the Hertz-Mindlin Nassauer Kuna constitutive relation were utilized to establish the three-sleeper asynchronous tamping machine-track panel-ballast bed coupling analysis model.The correctness of the simulation model was verified by the field meas-ured data of the self-developed three-direction vibration sensor(TAB).On this basis,with the revealing of the evolution process of contact force fabric of ballast particles in ballast bed during squeezing stage,the influence of squeezing force on local compactness of ballast bed,motion characteristics of ballast particles,contact state of sleeper and ballast bed stiffness was analyzed from macro-meso perspectives using mathematical statistics principle.The results show significant anisotropy in the distribution of normal and tangential contact forces of ballast particles in the ballast bed during the squeezing stage.The sleeper bottom is more sensitive to the squeezing force.Both the smaller and larger squeezing forces can lead to larger mathematical expectation and variance of ballast particle velocity distribution in the upper part of the sleeper bottom,which is not conducive to the compaction stability of ballast particles.At the squeezing force of 7.8 kN,the ballast bed stiffness can reach the maximum value of 41.43 kN/mm,with optimal sleeper contact state.Therefore,it is suggested that at the track lifting amount of 30 mm,the squeezing force of a pair of tamping picks should be 7.8 kN.The squeezing force of tamping picks should be customized according to the track lifting amount in the maintenance,so as to ensure the quality of the three-sleeper tamping operation.

ballast bedpolyhedral ballast particlesthree-sleeper asynchronous tampingdiscrete element methodcontact fabric

张智海、肖宏、刘光鹏、王阳、迟义浩

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长安大学公路学院,陕西西安 710064

北京交通大学土木建筑工程学院,北京 100044

有砟道床 多面体道砟颗粒 三枕异步捣固 离散元 接触组构

国家自然科学基金国家自然科学基金中央高校基本科研业务费(科技领军人才团队项目)

51978045523724252022JBXT010

2024

铁道学报
中国铁道学会

铁道学报

CSTPCD北大核心
影响因子:0.9
ISSN:1001-8360
年,卷(期):2024.46(10)