Study on Influence of Ballast Spring Modulus on Track Structure Based on Finite Element Method

Tian Yang
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Abstract

The finite element method is used to simulate the orbital structure, and the finite element model of "rail - sleepers - ballast" can be established. The model of the elastic modulus of different ballast and sleeper is calculated, and the rail displacement, the sleeper stress and the fastening force are deduced. The results show that the elastic modulus of the ballast can be increased to reduce the displacement of the rail and the supporting force of the fastener, but the stress of the sleeper will be increased. When the modulus of elasticity increases, the rail displacement, small.
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基于有限元法的道碴弹簧模量对轨道结构影响研究
采用有限元方法对轨道结构进行了模拟,建立了“轨枕-道碴”的有限元模型。计算了不同道碴和轨枕的弹性模量模型,推导了钢轨位移、轨枕应力和扣件力。结果表明,增加道砟的弹性模量可以减少钢轨的位移和扣件的支撑力,但轨枕的应力会增加。当弹性模量增加时,轨道位移较小。
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