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循环荷载作用下道砟破碎老化的离散元仿真
引用本文:井国庆,封坤,高亮,王俊.循环荷载作用下道砟破碎老化的离散元仿真[J].西南交通大学学报,2012,47(2):187-191.
作者姓名:井国庆  封坤  高亮  王俊
作者单位:1. 北京交通大学土木建筑工程学院,北京100044;西南交通大学高速铁路线路工程教育部重点实验室,四川成都610031
2. 西南交通大学土木工程学院,四川成都,610031
3. 北京交通大学土木建筑工程学院,北京,100044
基金项目:国家自然科学基金资助项目
摘    要:为从细观力学上反映道砟与轨枕的相互作用机理以及道砟颗粒的破裂过程,建立了道砟-轨枕离散单元模型,对循环荷载作用下道砟破碎老化进行了仿真.道砟由不规则圆盘簇组成,分为不可破裂与可破裂颗粒,并施加单调荷载和循环荷载.结果表明:相同荷载下,加载时轨枕与道砟的接触力大于卸载时;破碎道砟颗粒集中在轨枕下方,道砟颗粒破裂产生的沉降是造成轨枕沉降的主要原因,沉降量随道砟颗粒强度的降低而增大.

关 键 词:离散单元法  道砟与轨枕相互作用  道砟老化  循环荷载

DEM Simulation of Ballast Degradation and Breakage under Cyclic Loading
JING Guoqing , FENG Kun , GAO Liang , WANG Jun.DEM Simulation of Ballast Degradation and Breakage under Cyclic Loading[J].Journal of Southwest Jiaotong University,2012,47(2):187-191.
Authors:JING Guoqing  FENG Kun  GAO Liang  WANG Jun
Institution:1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.MOE Key Laboratory of High-Speed Railway Engineering,Southwest Jiaotong University,Chengdu 610031,China;3.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)
Abstract:In order to reflect the micro-mechanism of ballast-sleeper interaction and the process of ballast breakage,a 3-D ballast-sleeper model based on the discrete element method(DEM) was established,and ballast degradation and breakage under cyclic loading were simulated.In this model,irregular ballast particles are modeled by clusters,they are divided into two kinds,i.e.,unbreakable and breakable,and ballast is respectively subjected to monotonic and cyclic loads.The research results show that under the same load,contact force between ballast and sleeper is larger when the ballast is loaded than that when it is unloaded.The crushed clusters mainly appear underneath the sleeper,particle crushing is a major factor for sleeper settlement,and the sleeper settlement increases when ballast strength reduces.
Keywords:discrete element method  ballast-sleeper interaction  ballast degradation  cyclic loading
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