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Fatigue Behaviour of Railway Wheel Steels under Mechanical-thermal Service Conditions

机译:机械热服务条件下铁路轮钢的疲劳行为

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Current investigations concentrate on the relation between microstructural gradients in the wheel rim and the resulting fatigue behaviour of high-speed passenger-traffic and commercial-freight transportation railway wheel and tyre steels at different service-relevant temperatures. Microstructural gradients are a consequence of the industrial heat treatment and the component size. Total-strain-controlled experiments were carried out with servohydraulic testing systems at ambient temperature and temperatures between 200°C ≤ T ≤ 550°C. Plastic strain amplitude, change in temperature and change in electrical resistance measurement techniques were used to characterise the fatigue behaviour under special consideration of the local wheel microstructure. The measured values depend on deformation-induced changes of the microstructure in the bulk material and represent the actual fatigue state on the basis of physical variables like the defect density of the material. It is shown, that test temperatures strongly influence the fatigue life of railway wheel steels, e. g. pronounced dynamic strain ageing effects are observed at about T = 350°C. In this investigation the microstructural characterisation was done by optical and scanning electron microscopy, together with digital image processing.
机译:目前的调查集中了车轮边缘微观结构梯度与高速客运和商用运输铁路轮和轮胎钢在不同服务相关温度下的疲劳行为的关系。微观结构梯度是工业热处理和组分尺寸的结果。在环境温度下在环境温度和温度之间进行总应变控制的实验,在200°C≤T≤550℃之间。塑料应变幅度,电阻测量技术的温度变化和电阻测量技术的变化用于在局部轮微观结构的特殊考虑下表征疲劳行为。测量值取决于散装材料中微结构的变形诱导的变形,并基于物理变量代表实际疲劳状态,如材料的缺陷密度。结果表明,测试温度强烈影响铁路轮钢的疲劳寿命,e。 G。在约T = 350℃下观察到明显的动态应变老化效果。在该研究中,通过光学和扫描电子显微镜进行微观结构表征,以及数字图像处理。

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