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Thermal stresses and shakedown in wheel/rail contact

机译:轮/轨接触中的热应力和震动

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Sliding friction between railway wheels and rails results in considerable contact temperatures and gives rise to severe thermal stresses at the surfaces of the wheels and rails. An approximate analytical solution is presented for a line contact model. The increased bulk temperature of the wheel after a long period of constant operating conditions is also taken into account. The thermal stresses have to be superimposed on the mechanical contact stresses. They reduce the elastic limit of the wheel and rail, and yielding begins at lower mechanical loads. When residual stresses build up during the initial cycles of plastic deformation, the structure can carry higher loads with a purely elastic response in subsequent load cycles. This phenomenon is referred to as shakedown. Due to the distribution of temperature, the rail surface is generally subjected to higher stresses than the wheel surface. This can cause structural changes in the rail material and hence rail damage.
机译:铁路车轮和钢轨之间的滑动摩擦会导致相当大的接触温度,并在车轮和钢轨的表面产生严重的热应力。提出了一种线接触模型的近似解析解。还考虑了在长时间的恒定运行条件下车轮整体温度的升高。热应力必须叠加在机械接触应力上。它们降低了轮轨的弹性极限,并且屈服始于较低的机械负载。当在塑性变形的初始循环中累积残余应力时,结构可以承受更高的载荷,而在随后的载荷循环中会产生纯弹性响应。这种现象称为震动。由于温度的分布,导轨表面通常承受的应力要大于车轮表面。这可能会导致轨道材料发生结构变化,从而造成轨道损坏。

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