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移动荷载作用下轨道基础刚度突变对轨道振动的影响
Effects of abrupt changes in track foundation stiffness on track vibration under moving loads
【摘要】 通过建立移动荷载作用下具有基础弹性刚度突变连续梁的振动微分方程,得到了梁的变形解析表达式。利用该解析解和叠加原理,以车辆通过铁路轨道为例,研究了轨道基础弹性突变对轨道振动的影响,分析了单轮对和一台TGV高速动车通过五种轨道刚度比时的轨道动力响应。计算表明,基础弹性突变对梁的振动有较大影响,其影响随着移动荷载速度的增加而增加。
【Abstract】 Analytical deformation formula of the continuous beam under moving loads has been derived by establishing the vibration differential equation of the continuous beam with foundation elasticity stiffness abrupt change.Taking the railway track as an example,the effect of the abrupt change of the track foundation elasticity stiffness on track vibration is investigated and the dynamic responses of the track under a single wheel set and a TGV high speed locomotive when passing through the track with five stiffness ratios are analyzed by means of this formula and the superposition principle.The computations show that the foundation elasticity stiffness abrupt change has greater influences on beam vibration.This influences increase with increase of the velocity of the moving loads.
【Key words】 track vibration; continuous foundation beam; elasticity stiffness abrupt change; track foundation stiffness;
- 【文献出处】 振动工程学报 ,Journal of Vibration Engineering , 编辑部邮箱 ,2006年02期
- 【分类号】U213.2
- 【被引频次】44
- 【下载频次】514