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Temperature Field Analysis on CA Mortar Ballastless Track of High-Speed Railway

机译:高速铁路CA砂浆碴轨道温度场分析

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As an important cushion layer, CA mortar ballastless track is crucial to the durability, safety of high-speed railway and the high-speed railway is influenced by the external environment. The regulation of temperature field evolvement of ballastless track is analyzed in this paper through a two-dimensional, transient finite element model built by ANSYS. The results show that the temperature of structure section caused by solar radiation and circumstances temperature is decreasing along depth in sunlight, and the internal temperature of structure is higher than the surface temperature at night. The integral temperature field of structure reaches the maximum at 1:00 p.m. and the vertical difference of the temperature inside the structure is also the largest, causing the most obvious temperature stress, which provides theoretical data for systematic research on ballastless track of high-speed railway.
机译:作为一个重要的垫层,CA砂浆无碴轨道对于耐用性,高速铁路安全性和高速铁路受外部环境的影响至关重要。本文通过ANSYS构建的二维瞬态有限元模型在本文中分析了不碴轨道温度场演进的调节。结果表明,由太阳辐射和环境温度引起的结构段温度沿着阳光深度降低,结构的内部温度高于晚上的表面温度。整体温度场在下午1点达到最大值。该结构内部温度的垂直差异也是最大的,导致最明显的温度应力,为高速铁路禁止轨道提供了系统研究的理论数据。

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