首页|缩尺轨道与实尺轨道模态特征的相似性研究

缩尺轨道与实尺轨道模态特征的相似性研究

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为填补建立双轨整车缩尺试验平台的理论空白,本文建立了无载和轮轨耦合条件下的实尺和1∶4缩尺轨道振动模型,采用数值模拟研究无载和轮轨耦合条件下钢轨垂向、横向振动模态特征及相似性,并通过理论计算进行了验证.结果表明:无载条件和轮轨耦合条件下,缩尺模型和实尺模型钢轨的模态振型和频率均具有相似性.无载条件下,对于1∶4缩尺模型和实尺模型,钢轨垂向、横向1阶振型均为钢轨1阶挠曲变形,2阶振型均为钢轨pin-pin振动,缩尺模型的1阶频率约为实尺模型的8倍,2阶频率约为实尺模型的4倍;轮轨耦合条件下,缩尺模型和实尺模型钢轨前4阶模态振型一致,均表现为转向架内1阶—4阶弯曲变形,缩尺模型的1阶—4阶频率约为实尺模型的4倍.
Study on Similarity of Modal Characteristic Between Reduced-scale Track and Full-scale Track
To fill the theoretical gap in establishing a reduced-scale test platform for dual track vehicles,this paper established full-scale and 1∶4 reduced-scale track vibration models under no-load and wheel-rail coupling conditions.Numerical simulations were used to study the vertical and lateral vibration modal characteristics and similarities of rails under no-load and wheel-rail coupling conditions,and theoretical calculations were used for verification.The results show that under no-load conditions and wheel-rail coupling conditions,the modal vibration mode and frequencies of the reduced-scale model and the full-scale model rails are similar.Under no-load conditions,for both the 1∶4 reduced-scale model and the full-scale model,the vertical and horizontal first-order vibration mode of the rail are first-order bending deformation,and the second-order vibration mode are pin-pin vibration.The first-order frequency of the reduced-scale model is about 8 times that of the full-scale model,and the second-order frequency is about 4 times that of the full-scale model.Under the condition of wheel-rail coupling,the first four-order modal vibration mode of the reduced-scale model and the full-scale model of the rail are consistent,both exhibiting the 1st to 4th order bending deformation inside the bogie.The 1st to 4th order frequencies of the reduced-scale model are approximately four times those of the full-scale model.

reduced-scale trackwheel-rail coupling vibrationnumerical simulationtheoretical calculationmodal characteristicsimilarity

孙林林、蔡世生、闫子权、张欢、陈晨、刘炳彤、肖俊恒

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中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081

高速铁路轨道系统全国重点实验室,北京 100081

北京铁科首钢轨道技术股份有限公司,北京 102206

缩尺轨道 轮轨耦合振动 数值模拟 理论计算 模态特征 相似性

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(11)