首页|宽频式钢轨动力吸振器对波磨的影响分析

宽频式钢轨动力吸振器对波磨的影响分析

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为了解决某地铁钢弹簧浮置板轨道曲线段钢轨波磨问题,首先对钢轨波磨进行了现场测试,其次依据波磨特征进行宽频式钢轨动力吸振器(wide-frequency tuned mass damper,WTMD)的精准调频和研制.然后将WTMD的质量、刚度和阻尼等参数输入到建立的车辆-WTMD-钢弹簧浮置板耦合动力学模型.模型中浮置板和基础考虑为柔性体,轮轨接触采用多点非赫兹接触的Kik-Piotrowski模型求解.以美国 5 级谱叠加现场实测的波磨不平顺谱作为激励,运用有限元软件ANSYS和多体动力学仿真软件UM进行联合耦合动力学分析,逐次迭代优化WTMD参数.同时,将有无WTMD的仿真分析得到的钢轨振动加速度和现场实测数据进行对比,研究了WTMD对钢轨振动的影响.最后进行了有无WTMD的钢轨振动总振级、钢轨振动衰减率和 3 次波磨跟踪测试,研究了WTMD对钢轨振动、钢轨振动衰减率和波磨发展的影响.研究表明:设计的WTMD前 3 阶振动主频分别为 518、700、759 Hz,与车辆通过波磨频率(520~830 Hz)一致;仿真和实测的钢轨振动加速度数据吻合较好,安装WTMD后钢轨振动加速度均方根值由 200 g降低为 20 g,减振效果为 8.1 dB;WTMD可以提高钢轨的垂向和横向振动衰减率,抑制钢轨的垂向和横向pinned-pinned共振;3 次波磨跟踪测试发现,WTMD安装后,钢轨波磨发展缓慢,无肉眼可见的波磨.通过以上的仿真和试验都验证了WTMD可以有效地抑制钢轨波磨.
Study on the influence of wide-frequency tuned mass damper on rail corrugation
In order to solve the rail corrugation in the curve section of steel spring floating slab track in a metro,firstly,the characteristics of rail corrugation were tested on site.Secondly,according to the characteristics of rail corrugation,the precise tuning and development of wide-frequency tuned mass damper(WTMD)were carried out.Then,the parameters such as mass,stiffness and damping of WTMD were input to the established Vehicle-WTMD-Steel spring floating slab coupled dynamic model.The floating slab and foundation were considered as flexible bodies in the model.The wheel-rail contact was solved by the Kik-Piotrowski model,a multi-point non-Hertzian contact model.The 5th grade power spectral destiny formula from USA superimposed on the measured corrugation irregularity spectrum were used as excitation.The finite element software ANSYS and the multi-body dynamics simulation software UM were used to carry out the coupled dynamics analysis,and the WTMD parameters were optimized iteratively.At the same time,the rail vibration accelerations obtained by simulation analysis with or without WTMD were compared with the field measured data,and the influence of WTMD on rail vibration was studied.Finally,the total rail vibration level,track decay rate and three times corrugation tracking tests,with or without WTMD,were carried out to study the influence of WTMD on the rail vibration,the track decay rate and the corrugation development.The results show that:The first three dominant frequencies of the designed WTMD are 518 Hz,700 Hz and 759 Hz,which are consistent with the vehicle passing frequency(520~830 Hz).The simulation and measured data are in good agreement,and the rail vertical vibration acceleration RMS is reduced from 200 g to 20 g after the installation of WTMD,and the vibration reduction effect is 8.1 dB.The WTMD can improve the vertical and lateral track decay rate and suppress the vertical and lateral rail pinned-pinned resonance.The three times corrugation tracking tests find that the rail corrugation develops slowly after the installation of WTMD,the rail corrugation is invisible.

metrotuned mass dampercoupled dynamicsrail corrugationfloating sab track

许孝堂、蒲黔辉、尹学军、勾红叶、洪彧

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西南交通大学 土木工程学院,四川 成都 610031

青岛科而泰环境控制技术有限公司,山东 青岛 266101

地铁 钢轨动力吸振器 耦合动力学 波磨 浮置板轨道

广西创新驱动发展专项

桂科AA21077011-4

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(2)
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