首页|科隆蛋扣件直线路段钢轨波磨形成机理研究

科隆蛋扣件直线路段钢轨波磨形成机理研究

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为研究国内地铁科隆蛋扣件直线路段钢轨表面出现的短波长波磨现象,用CAT波磨仪测试钢轨波磨静态特征,通过力锤敲击法测试轨道结构的频率响应函数以及轮轴的模态特性.考虑簧下质量用ABAQUS软件建立轮轨耦合有限元模型,并基于此建立三维瞬态滚动有限元模型,分析轮轨耦合条件下轨道的模态特性以及轮轨瞬态滚动特性.基于轨道结构振动理论与瞬态滚动理论,分析轮轨耦合系统动态特性与钢轨波磨的相关性.研究结果表明:在直线路段左右轨钢轨磨损的程度几乎一致,钢轨波磨主要波长为30~40mm,在运营车速为80km/h的车速下波磨波长的通过频率为555~740Hz;轮轨耦合系统在波磨波长通过频率范围内振动的模态振型主要表现为钢轨相对于轨道板的垂向弯曲振动;在25~50mm短波长凹坑的激励下轮轨垂向力差值显著频率和轮轨耦合系统的垂向弯曲振动频率与波磨波长通过频率相吻合,钢轨波磨的产生与该路段钢轨的垂向Pinned-Pinned频率关系不大,主要是轮轨耦合系统570~710Hz内钢轨的垂向中高频固有特性被钢轨表面损伤激发导致的.轨道结构波磨的产生主要与轨道结构中高频固有特性相关,轮轨耦合中高频模态特征被激发是诱发和加剧钢轨波磨发展的根本原因.研究成果可为解释科隆蛋扣件直线路段钢轨波磨的形成奠定有关理论基础.
Mechanism of rail corrugation formation in straight track sections with Cologne-egg fasteners
Corrugation phenomenon with short-wavelength waves on the steel rail surface was identified in the straight track section of the domestic subway using the Cologne-egg fastener.The CAT corrugation instruments were employed to examine the static characteristics of rail corrugation,while the frequency response function of the track structure and modal characteristics of the wheelset were tested through a force hammer impact method.A wheel-rail coupled finite element model,accounting for unsprung mass,was established using ABAQUS software.Subsequently,a three-dimensional transient rolling finite element model was developed.The modal characteristics of the track and transient rolling features of the wheel-rail coupling under coupled conditions were analyzed.Employing track structure vibration theory and transient rolling theory,the dynamic characteristics of the wheel-rail coupled system and its correlation with rail corrugation were explored.Results indicate nearly identical wear degrees on the left and right track rails in the straight track section,with the main wavelength of rail corrugation being 30~40 mm.At a speed of 80 km/h,the corrugation wavelength's passing frequency ranges from 555 to 740 Hz.The modal vibration mode of the wheel-rail coupling system within this frequency range mainly exhibits the vertical bending vibration of the rail relative to the track slab.Under the excitation of 25~50 mm short-wavelength pits,the difference in vertical forces between the wheel and rail exhibits a significant frequency,aligning with the vertical bending vibration frequency of the wheel-rail coupling system at the corrugation wavelength's passing frequency.Rail corrugation generation is not significantly correlated with the vertical Pinned-Pinned frequency of the rail in this section but is primarily induced by surface damage exciting the high-frequency inherent characteristics of the rail within 570~710 Hz.Track structure corrugation generation is mainly linked to the high-frequency inherent characteristics of the track structure,with the excitation of high-frequency modal characteristics in the wheel-rail coupling being the fundamental cause for inducing and exacerbating rail corrugation development.The research results can provide a theoretical foundation for understanding the formation of rail corrugation in the straight track section of the Cologne-egg fastener.

Cologne-egg fastenersrail corrugationwheel-rail coupling dynamic characteristicspit excitationmid-high frequency modes

汪梦寒、顾晓菡、王安斌

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上海工程技术大学 城市轨道交通学院,上海 201620

上海轨道交通振动与噪声控制技术工程研究中心,上海 201620

科隆蛋扣件 钢轨波磨 轮轨耦合动态特性 凹坑激励 中高频模态

国家自然科学基金面上项目中国国家铁路集团科技研究开发计划项目

52178441L2021G005

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(9)
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