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

机译:高速铁路CA砂浆无Ball轨道温度场分析

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摘要

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:CA砂浆无ball轨道作为重要的缓冲层,对高速铁路的耐久性,安全性和外部环境的影响至关重要。通过ANSYS建立的二维瞬态有限元模型,分析了无ball轨道温度场演化规律。结果表明,太阳辐射引起的结构截面温度和周围环境温度随着日照深度的增加而降低,结构内部温度高于夜间的表面温度。结构的整体温度场在下午1:00达到最大值。结构内部的温度垂直差也最大,引起的温度应力最明显,为高速铁路无ball轨道的系统研究提供了理论依据。

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