将既有的车辆-有砟轨道-路基-层状地基耦合系统垂向振动解析模型进行修改,使模型适应于板式无砟轨道的状况。针对我国客运专线线路情况,利用模型比较分析了有砟与板式无砟两种轨道结构下高速列车运行引起的地基振动,得到地基表面垂向振...将既有的车辆-有砟轨道-路基-层状地基耦合系统垂向振动解析模型进行修改,使模型适应于板式无砟轨道的状况。针对我国客运专线线路情况,利用模型比较分析了有砟与板式无砟两种轨道结构下高速列车运行引起的地基振动,得到地基表面垂向振动加速度的振级、时程曲线和Z振级,动应力的功率谱与时程曲线;并讨论了轨道随机不平顺对地基振动的影响。分析结果表明：板式无砟轨道具有更好的隔振能力,板式无砟轨道情况下的地基振动加速度和动应力都明显小于有砟轨道的情况,其中Z振级减小约10~20 d B,且减小振动的主要频率分布在10~40 Hz的中频范围内;移动轴荷载对地基的低频振动贡献较大,而轨道随机不平顺主要对中高频振动产生作用,且板式无砟轨道情况下轨道随机不平顺对地基振动的影响远大于有砟轨道的情况,因此板式无砟轨道需更严格控制轨道的平顺状态。展开更多
研究目的:本文以某山地米轨铁路为例,研究坡度250‰以上有砟轨道结构的稳定性和极限坡度。首先进行米轨混凝土枕的道床阻力测试试验,并建立轨排结构有限元模型,分析坡度和扣件阻力对轨排结构稳定性的影响;接着建立米轨有砟轨道三维有限...研究目的:本文以某山地米轨铁路为例,研究坡度250‰以上有砟轨道结构的稳定性和极限坡度。首先进行米轨混凝土枕的道床阻力测试试验,并建立轨排结构有限元模型,分析坡度和扣件阻力对轨排结构稳定性的影响;接着建立米轨有砟轨道三维有限元模型,研究坡度与竖曲线半径对有砟道床稳定性的影响;最后,根据扣件阻力、道床阻力与大坡道有砟轨道稳定性的关系提出米轨有砟轨道极限坡度和竖曲线半径的建议值。研究结论:(1)通过试验测试,得到了道床阻力-位移关系,结果表明轨排结构的稳定性随坡度增大而减弱,在扣件阻力不大于10 k N/组时其极限坡度为500‰;(2)有砟道床的稳定性随着坡度的增大而逐渐减弱,在列车荷载作用下,有砟道床保持稳定的最大坡度为500‰;(3)变坡点凸形竖曲线附近道床稳定性弱于直坡道地段,且其稳定性随着竖曲线半径的增大而逐渐增强,在坡度为250‰的情况下,为了保持有砟道床稳定竖曲线半径不能小于400 m;(4)本文研究成果可为米轨铁路大坡道有砟轨道结构稳定性分析提供理论与试验依据。展开更多
Following the fundamental characteristics of the porosity windbreak,this study suggests a new numerical investigation method for the wind field of the windbreak based on the porous medium physical model.This method ca...Following the fundamental characteristics of the porosity windbreak,this study suggests a new numerical investigation method for the wind field of the windbreak based on the porous medium physical model.This method can transform the reasonable matching problem of the porosity and windproof performance of the windbreak into a study of the relationship between the resistance coefficient of the porous medium and the aerodynamic load of the train.This study examines the influence of the hole type on the wind field behind the porosity windbreak.Then,the relationship between the resistance coefficient of the porous medium,the porosity of the windbreak,and the aerodynamic loads of the train is investigated.The results show that the porous media physical model can be used instead of the windbreak geometry to study the windbreak-train aerodynamic performance,and the process of using this method is suggested.展开更多
Swing nose crossings(SNXs)have been widely used in heavy haul railways to create a smoother load transfer and hence reduced impact load.However,the current design of SNXs hasn’t been fully examined under heavy haul o...Swing nose crossings(SNXs)have been widely used in heavy haul railways to create a smoother load transfer and hence reduced impact load.However,the current design of SNXs hasn’t been fully examined under heavy haul operating conditions.Additionally,maintenance guidelines for SNX wear-related issues in Australian heavy haul railways are relatively lacking.As such,this study aims to investigate the dynamic response of the wheel-rail contact and analyse the wear performance of an SNX currently used in Australian heavy haul railways.Dynamic implicit-explicit finite element analysis was conducted to simulate the wheel-rail contact along the SNX.The distribution of the wear intensity over the SNX was identified by using a local contact-based wear model.The influence of various scenarios on wear was also explored.The results verify the improved dynamic performance of the SNX,as the increased contact force after load transfer remains below 1.2 times the static load.The findings also indicate that the decrease in relative height and increase in nose rail inclination result in greater wear on the nose rail.Notably,the SNX considered in the current study exhibits better wear performance when used with moderately worn wheels.展开更多
文摘将既有的车辆-有砟轨道-路基-层状地基耦合系统垂向振动解析模型进行修改,使模型适应于板式无砟轨道的状况。针对我国客运专线线路情况,利用模型比较分析了有砟与板式无砟两种轨道结构下高速列车运行引起的地基振动,得到地基表面垂向振动加速度的振级、时程曲线和Z振级,动应力的功率谱与时程曲线;并讨论了轨道随机不平顺对地基振动的影响。分析结果表明：板式无砟轨道具有更好的隔振能力,板式无砟轨道情况下的地基振动加速度和动应力都明显小于有砟轨道的情况,其中Z振级减小约10~20 d B,且减小振动的主要频率分布在10~40 Hz的中频范围内;移动轴荷载对地基的低频振动贡献较大,而轨道随机不平顺主要对中高频振动产生作用,且板式无砟轨道情况下轨道随机不平顺对地基振动的影响远大于有砟轨道的情况,因此板式无砟轨道需更严格控制轨道的平顺状态。
文摘研究目的:本文以某山地米轨铁路为例,研究坡度250‰以上有砟轨道结构的稳定性和极限坡度。首先进行米轨混凝土枕的道床阻力测试试验,并建立轨排结构有限元模型,分析坡度和扣件阻力对轨排结构稳定性的影响;接着建立米轨有砟轨道三维有限元模型,研究坡度与竖曲线半径对有砟道床稳定性的影响;最后,根据扣件阻力、道床阻力与大坡道有砟轨道稳定性的关系提出米轨有砟轨道极限坡度和竖曲线半径的建议值。研究结论:(1)通过试验测试,得到了道床阻力-位移关系,结果表明轨排结构的稳定性随坡度增大而减弱,在扣件阻力不大于10 k N/组时其极限坡度为500‰;(2)有砟道床的稳定性随着坡度的增大而逐渐减弱,在列车荷载作用下,有砟道床保持稳定的最大坡度为500‰;(3)变坡点凸形竖曲线附近道床稳定性弱于直坡道地段,且其稳定性随着竖曲线半径的增大而逐渐增强,在坡度为250‰的情况下,为了保持有砟道床稳定竖曲线半径不能小于400 m;(4)本文研究成果可为米轨铁路大坡道有砟轨道结构稳定性分析提供理论与试验依据。
基金Projects(52302447,52388102,52372369)supported by the National Natural Science Foundation of China。
文摘Following the fundamental characteristics of the porosity windbreak,this study suggests a new numerical investigation method for the wind field of the windbreak based on the porous medium physical model.This method can transform the reasonable matching problem of the porosity and windproof performance of the windbreak into a study of the relationship between the resistance coefficient of the porous medium and the aerodynamic load of the train.This study examines the influence of the hole type on the wind field behind the porosity windbreak.Then,the relationship between the resistance coefficient of the porous medium,the porosity of the windbreak,and the aerodynamic loads of the train is investigated.The results show that the porous media physical model can be used instead of the windbreak geometry to study the windbreak-train aerodynamic performance,and the process of using this method is suggested.
基金supported by Australia Research Council through the Linkage Project(Grant No.LP200100110).
文摘Swing nose crossings(SNXs)have been widely used in heavy haul railways to create a smoother load transfer and hence reduced impact load.However,the current design of SNXs hasn’t been fully examined under heavy haul operating conditions.Additionally,maintenance guidelines for SNX wear-related issues in Australian heavy haul railways are relatively lacking.As such,this study aims to investigate the dynamic response of the wheel-rail contact and analyse the wear performance of an SNX currently used in Australian heavy haul railways.Dynamic implicit-explicit finite element analysis was conducted to simulate the wheel-rail contact along the SNX.The distribution of the wear intensity over the SNX was identified by using a local contact-based wear model.The influence of various scenarios on wear was also explored.The results verify the improved dynamic performance of the SNX,as the increased contact force after load transfer remains below 1.2 times the static load.The findings also indicate that the decrease in relative height and increase in nose rail inclination result in greater wear on the nose rail.Notably,the SNX considered in the current study exhibits better wear performance when used with moderately worn wheels.
