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考虑闸瓦-轮对-轨道耦合的瞬态接触黏滑特性分析OA

Transient contact stick-slip characteristics analysis considering brake shoe-wheelset-track coupling

中文摘要英文摘要

为阐明接触表面结构损伤形成机制,从黏滑振动层面对闸瓦-轮对-轨道系统的接触特征进行研究.根据典型线路情况,建立闸瓦-轮对-轨道耦合系统有限元模型;通过执行瞬态计算,分析接触表面的黏滑振动特征,并对相关结构表面损伤诱因进行探究;开展系统模型结构参数分析,为动态参数匹配优化提供依据.研究结果表明:对于闸瓦-车轮接触系统,轮对振动加速度由纵向振动加速度主导逐渐过渡至垂向振动加速度主导,且纵向振动加速度主要特征频率为540 Hz和616 Hz,垂向振动加速度主要特征频率为398~426 Hz;闸瓦接触表面磨耗区域主要集中在上部顶端、中部和下部底端.对于车轮-钢轨接触系统,在振动加速度变化剧烈区间,钢轨垂向振动加速度占据主要部分;在频率0~1 000 Hz范围内,钢轨三向振动加速度均没有表现出明显的特征频率;钢轨表面在轮对运行初始区间出现显著的纵向和横向滑移,其中纵向滑移量最大达到0.119 mm,横向滑移量最大达到8.022 mm,表明制动作用导致轮轨界面出现较大滑移.当参数改变时,闸瓦和钢轨接触表面滑移量最大值的变化趋势保持一致;提高轮对运行速度、闸瓦压力、瓦轮和轮轨摩擦因数、一系悬挂垂向力和扣件三向刚度,会增大接触表面滑移量最大值,而提高扣件三向阻尼,则会减小接触表面滑移量最大值;轮对运行速度、闸瓦压力以及瓦轮和轮轨摩擦因数对接触表面滑移量最大值影响较大,而其余参数对接触表面滑移量最大值作用较小.

In order to elucidate the formation mechanism of structural damage on the contact surface,the contact characteristics of the brake shoe-wheelset-track system were investigated from the level of stick-slip vibration.According to the typical line situation,a finite element model of the brake shoe-wheelset-track coupling system was established.By executing transient calculations,the stick-slip vibration features of contact surfaces were analyzed,and the causes of surface damages of relevant structures were explored.The structural parameter of the system model was analyzed,serving as a basis for the matching optimization of dynamic parameters.The results show that,for the brake shoe-wheel contact system,the wheelset vibration acceleration is gradually transitioned from longitudinal vibration acceleration dominance to vertical vibration acceleration dominance,the main eigenfrequencies of the longitudinal vibration acceleration are 540 Hz and 616 Hz,and the main eigenfrequencies of the vertical vibration acceleration are 398-426 Hz.The wear areas of the contact surface of the brake shoe are mainly concentrated in the upper top,middle and lower bottom.For the wheel-rail contact system,in the interval of drastic variation of vibration acceleration,the rail vertical vibration acceleration occupies the main part.In the frequency range of 0-1 000 Hz,none of the three directions of the rail vibration acceleration shows obvious eigenfrequency.The rail surface shows significant longitudinal and transverse slips in the initial interval of wheelset operation,with the maximum longitudinal slip amounting to 0.119 mm and the maximum transverse slip amounting to 8.022 mm,which indicates that the braking effect leads to larger slips at the wheel-rail interface.When the parameter is changed,the variation trend of the maximum value of the contact surface slip of brake shoe and rail remains consistent.Increasing the wheelset running speed,brake shoe pressure,coefficient of friction of shoe-wheel and wheel-rail,primary suspension vertical force,and three-direction stiffness of the fastener can contribute to an increase in the maximum value of the contact surface slip,whereas increasing the three-direction damping of the fastener can decrease the maximum value of the contact surface slip.The wheelset running speed,brake shoe pressure,and coefficient of friction of shoe-wheel and wheel-rail have a large effect on the maximum value of the contact surface slip,while the rest of the parameters have a small effect on the maximum value of the contact surface slip.

王志强;仝凤壮;刘鹏飞;罗雁云

西南交通大学 轨道交通运载系统全国重点实验室,四川 成都,610031||石家庄铁道大学 省部共建交通工程结构力学行为与系统安全国家重点实验室,河北 石家庄,050043||上海市轨道交通结构耐久与系统安全重点实验室,上海,201804石家庄铁道大学 省部共建交通工程结构力学行为与系统安全国家重点实验室,河北 石家庄,050043石家庄铁道大学 省部共建交通工程结构力学行为与系统安全国家重点实验室,河北 石家庄,050043上海市轨道交通结构耐久与系统安全重点实验室,上海,201804

机械制造

接触黏滑闸瓦-轮对-轨道耦合有限元方法振动加速度参数分析

contact stick-slipbrake shoe-wheelset-track couplingfinite element methodvibration accelerationparameter analysis

《中南大学学报(自然科学版)》 2026 (5)

2055-2063,9

国家自然科学基金资助项目(52422218)河北省自然科学基金资助项目(A2025210049)轨道交通运载系统全国重点实验室开放课题资助项目(RVL2507)上海市轨道交通结构耐久与系统安全重点实验室开放基金资助项目(R202405)(Project(52422218)supported by the National Natural Science Foundation of ChinaProject(A2025210049)supported by the Natural Science Foundation of Hebei ProvinceProject(RVL2507)supported by the Open Project of State Key Laboratory of Rail Transit Vehicle SystemProject(R202405)supported by the Open Project of Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety)

10.11817/j.issn.1672-7207.2026.05.013

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