重载铁路钢轨磨耗状态下的轮轨法向接触特性
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U211.5

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国家自然科学基金项目(51678445);同济大学“中央高校基本科研业务费专项资金”(22120180239)


Wheel Rail Normal Contact Characteristics of Heavy Haul Worn Rails
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    摘要:

    基于三维弹性体滚动接触理论,对法向接触问题最小余能方程的影响系数和法向间隙进行修正,使其更适用于非平面接触问题的求解.以某重载铁路通过总重达100 Mt的CHN75型面磨耗钢轨为对象,车轮选取LMA系列原始型面,利用修正后的接触模型,研究在30 t轴重作用下的轮轨法向接触特性.结果表明:轮对横移量对轮轨接触特性影响较大,横移量在+12~+14 mm轮轨接触状态变化显著;其中,横移量在+12.9~+13.2 mm时出现两点接触,横移量增大至+14 mm时出现车轮轮缘和钢轨轨距角的接触.

    Abstract:

    Based on Kalker’s three-dimensional elastic rolling contact theory, the influence coefficient and the normal distance in the minimum complementary energy function were modified, making it proper for solving non-planar contact problems. Using the modified contact model, the wheelrail normal contact characteristics at 30 t axle load was studied with a 100 million gross traffic tonnage of CHN75 profile worn rail and an LMA original profile wheel. The results show that the wheel-set lateral displacement has a significant impact on the contact characteristics. Remarkable changes of contact state can be seen at +12mm to +14mm. Twopoint contact occurs at +12.9mm to +13.2mm, and the contact between wheel flange and rail gauge corner occurs at +14mm.

    参考文献
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许玉德,严道斌,孙小辉,唐永康.重载铁路钢轨磨耗状态下的轮轨法向接触特性[J].同济大学学报(自然科学版),2019,47(05):0663~0667

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  • 收稿日期:2018-07-05
  • 最后修改日期:2019-02-26
  • 录用日期:2019-01-21
  • 在线发布日期: 2019-05-24
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