曲线几何参数对不同类型货车转向架轮轨动力作用的影响分析
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U211.5;U260.331

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国家重点研发计划资助项目(2016YFB1200501);国家自然科学基金资助项目(51965016);湖北省省级教研项目(2017390)


Effects analysis of curve geometric parameters on wheel/rail dynamic interactions between different freight bogies
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    摘要:

    27 t 轴重的侧架交叉支撑转向架和副构架径向转向架是中国最近研制的两种重载货车转向架。为研究比较两转向架的曲线性能,分析曲线几何参数、轨道谱激励对不同类型转向架轮轨动力的影响特性,综合考虑转向架结构形式、技术参数和重载曲线轨道相关要求,建立重载货车?轨道耦合动力学模型和曲线参数化模型。结果表明,副构架径向转向架曲线性能在小半径曲线(≤800 m)线路上具有相对优势,曲线半径越小,优势越明显,但增大曲线半径和施加线路谱激励均会弱化其优势;两种转向架对外轨超高和缓和曲线长度变化的动力响应趋势基本一致,都在欠超高(0~15 mm)范围内轮轨综合响应较小;缓和曲线长度对两者均存在拐点,且拐点近乎相同,如当速度为80 km/h,曲线半径为 800 m 时,计算拐点都是约 50 m,与 TB 10627—2017《重载铁路设计规范》标准中规定的缓和曲线长度最小取值一致。

    Abstract:

    The 27 t axle load side-frame cross-braced bogie and sub-frame radial bogie are the two heavy haul freight bogie developed recently in China. In order to comparatively study the curving performance of the two bogies, and analyze the influence characteristics of the curve geometric parameters and the excitation of track spectrum on wheel-rail dynamic interaction of different freight bogies, the heavy haul freight vehicle-track coupled dynamic model and the parameterized curved track model are established,where the structure, the technical parameters of the bogies and the related requirements of heavy haul curved track are comprehensively considered. The results indicate that , the sub-frame radial bogie has relative advantages of curving performance on small radius curves (R≤800 m), and the smaller the curve radius is, the more advantage it has, but the increase of curve radius and track spectrum excitation will weaken the advantage. The dynamic responses of the two bogies to the changes of rail superelevation and length of transition curve are basically the same, the comprehensive wheel/rail dynamic responses of both bogies are small within the deficient superelevation value (0~15 mm). There is an inflexion point for the length of transition curve, and the inflexion values of both bogies are almost the same. When the speed is 80 km/h and the curve radius is 800 m, the calculated inflexion value is about 50 m, which is consistent with the minimum length of transition curve specified in the standard of Code for Design of Heavy Haul Railway (TB 10627—2017).

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杨春雷,黄运华,丁军君.曲线几何参数对不同类型货车转向架轮轨动力作用的影响分析[J].振动工程学报,2023,36(1):159~169.[YANG Chun-lei, HUANG Yun-hua, DING Jun-jun. Effects analysis of curve geometric parameters on wheel/rail dynamic interactions between different freight bogies[J]. Journal of Vibration Engineering,2023,36(1):159~169.]

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  • 在线发布日期: 2023-03-16
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