| 温度作用下纵连式无砟轨道垂向稳定性研究 |
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| 引用本文： | 刘笑凯,刘学毅,肖杰灵,邸银桥,杨荣山.温度作用下纵连式无砟轨道垂向稳定性研究[J].西南交通大学学报,2018,53(5):921-927, 944. |
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| 作者姓名： | 刘笑凯 刘学毅 肖杰灵 邸银桥 杨荣山 |
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| 摘 要： | 为研究纵连式无砟轨道垂向失稳的形态和过程，基于欧拉梁挠曲微分方程推导了温度作用下轨道板上拱波形曲线，得到了上拱矢度与波长的关系；并利用势能驻值原理分析了存在初始上拱时轨道板垂向失稳的平衡路径. 研究表明:与假设变形法相比，解微分方程法精度更高，误差可降低近30%；轨道板的失稳过程包括持稳、胀板和失稳3个阶段，且初始上拱矢度越大，轨道板的持稳极限和胀板极限越小；分析了温度力释放对轨道板上拱平衡路径的影响，表明轨道板失稳的平衡路径会出现强化阶段，且摩擦因数越大，强化阶段出现越早，但变形较小时，温度力释放对轨道板板上拱的影响极小；初始上拱矢度越大，轨道板允许上拱越大，初始上拱小于50 mm时，轨道板难以发生垂向的失稳.
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| 关 键 词： | 纵连式轨道 轨道板 温度作用 稳定性 |
| 收稿时间： | 2017-08-21 |
Vertical Stability of Longitudinal Continuous Ballastless Track Under Temperature Variation |
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| LIU Xiaokai,LIU Xueyi,XIAO Jieling,DI Yinqiao,YANG Rongshan.Vertical Stability of Longitudinal Continuous Ballastless Track Under Temperature Variation[J].Journal of Southwest Jiaotong University,2018,53(5):921-927, 944. |
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| Authors: | LIU Xiaokai LIU Xueyi XIAO Jieling DI Yinqiao YANG Rongshan |
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| Abstract: | To study the vertical instability form and process of a longitudinal continuous ballastless track, the arch curve of the slab that is influenced by temperature can be deduced based on the deflection differential equation of the Euler beam. The equation of the arch camber and wavelength of the slab was obtained from the arch curve. The equilibrium path of the slab with the initial arch was analysed based on stationary potential energy. Compared with the method of assuming a deformation, the method of solving differential equations is more accurate, and the error is reduced by nearly 30%. The course can be divided into three stages: steady, expansion, and destabilization. The limit of the steady and expansion stages decreases along with the increase of the initial arch camber. The effect of the release of slab temperature on the equilibrium path shows that the path appears as a stiffening stage, and the larger the friction coefficient, the earlier the stage occurs, whereas it has little effect when the deformation is small. The larger the initial camber, the greater the allowed wavelength is. When the initial arch is smaller than 50 mm, the vertical instability of the slab does not occur. |
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