高亮, 赵闻强, 侯博文. 扣压力失效状态下WJ-8扣件垂向力学行为研究[J]. 工程力学, 2020, 37(11): 228-237. DOI: 10.6052/j.issn.1000-4750.2020.12.0004
引用本文: 高亮, 赵闻强, 侯博文. 扣压力失效状态下WJ-8扣件垂向力学行为研究[J]. 工程力学, 2020, 37(11): 228-237. DOI: 10.6052/j.issn.1000-4750.2020.12.0004
GAO Liang, ZHAO Wen-qiang, HOU Bo-wen. RESEARCH ON VERTICAL MECHANICAL BEHAVIOR OF WJ-8 FASTENER UNDER CLAMPING FORCE FAILURE[J]. Engineering Mechanics, 2020, 37(11): 228-237. DOI: 10.6052/j.issn.1000-4750.2020.12.0004
Citation: GAO Liang, ZHAO Wen-qiang, HOU Bo-wen. RESEARCH ON VERTICAL MECHANICAL BEHAVIOR OF WJ-8 FASTENER UNDER CLAMPING FORCE FAILURE[J]. Engineering Mechanics, 2020, 37(11): 228-237. DOI: 10.6052/j.issn.1000-4750.2020.12.0004

扣压力失效状态下WJ-8扣件垂向力学行为研究

RESEARCH ON VERTICAL MECHANICAL BEHAVIOR OF WJ-8 FASTENER UNDER CLAMPING FORCE FAILURE

  • 摘要: 为研究扣件扣压力失效对车-轨系统动力性能的影响,通过建立WJ-8扣件精细化分析模型研究了扣件在不同受力阶段的垂向非线性刚度行为,提出了改进的抗拉刚度双线性模型和不受拉弹簧模型用来表征扣压力失效的扣件,并分析了不同扣件失效类型对车辆-轨道系统动力响应特性的影响。分析结果表明,扣件垂向刚度可离散为抗拉刚度与抗压刚度。当上拔力超过扣件扣压力后,扣件的垂向抗拉刚度迅速减小,无法保持对钢轨上移的约束作用。扣件扣压力失效和完全失效都削弱了钢轨的约束,增大了钢轨振动。其中扣压力失效主要增加钢轨在8 Hz~50 Hz范围内的振动,完全失效下钢轨振动在全频段内都有所增加。

     

    Abstract: In order to study the effects of fastener clamping force failure on dynamic performance of vehicle-track system, a detailed fastener model was established in the paper, and the vertical nonlinear stiffness behavior of the WJ-8 fastener in different stages was analyzed. An improved bilinear tension stiffness spring model and a no-tensioned spring model were proposed to represent the invalid fastener. The influence of different failure types of fasteners on dynamic response of vehicle-track system was also analyzed. The results show that, the vertical stiffness of the fastener can be divided into two parts: uplift stiffness and compressive stiffness. When the uplift force exceeded the clamping force, the vertical uplift stiffness of the fastener would decrease rapidly and the fastener would lose its constraints on the rail uplift deformation. Both clamping force failure and complete failure of fastener would weaken rail constraints and increase vibration. Clamping force failure mainly increases the vibration of rail in 8 Hz-50 Hz central frequency band, while the complete failure brings an increase in the whole frequency band.

     

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