DETERMINATION OF CHARACTERISTICS OF FATIGUE CRACKS GROWTH IN THE AXLES OF RAILWAY CARRIAGES

Yuriy Khomiak, O. Kibakov, Igor Gerasymov
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Abstract

Providing damage resistance is the most important requirement presented to railway axles. This paper provides a detailed review of the characteristics of resistance to fatigue crack growth in axles made of EA4T steel (25CrMo4). This steel is typical for axles of high-speed rolling stock. Resistance to fatigue crack growth is defined by the nature of the Paris-Erdogan curve da/dN=CKm, the parameters of which are the coefficient C and the exponent m. Determination of these parameters is based on the results of fatigue tests with the samples or with full-scale axles having cracks. The analysis of numerous scientific papers has shown that for the specified steel there is a significant scatter in the values of these parameters. This scatter is caused by a number of factors, the main of which are: the difference in test objects (from small samples of the SE(B) type to full-scale rolling axles 190 mm in diameter); the difference in loading methods (tension-compression, flat bending, circular bending); the variation of mechanical properties of EA4T steel. In the paper the models of surface fatigue crack geometry are analyzed and semi-elliptical shape of crack front line is selected as the most acceptable. The significant scatter in the values of the parameters m and C prevents to establish reliably the residual life of axles with cracks, which is an important characteristic for practical forecasting of axle survivability. The technique for parameters m and C optimization in view of semi-elliptical shape of the crack front line has been developed. The relationship linking the parameters m and C has been established. The method for determining the residual life of the axle by the criterion of non-destruction is proposed. The dependence between the residual life and the value of the parameters of the Paris-Erdogan equation in the development of fatigue failure is established. The procedure for axles monitoring timeframes setting to prevent their fatigue failure is discussed. Keywords: parameters of Paris-Erdogan equation, fatigue crack, residual life of axle.
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确定铁路车辆车轴疲劳裂纹生长的特征
提供抗破坏性是对铁路车轴最重要的要求。本文详细介绍了 EA4T 钢(25CrMo4)车轴抗疲劳裂纹生长的特性。这种钢是高速机车车辆车轴的典型材料。抗疲劳裂纹增长能力由巴黎-埃多耿曲线 da/dN=CKm 的性质决定,其参数为系数 C 和指数 m。对大量科学论文的分析表明,对于特定钢材,这些参数值存在明显的分散性。造成这种差异的因素很多,主要有:试验对象的不同(从 SE(B) 型小样本到直径 190 毫米的全尺寸轧轴);加载方法的不同(拉伸-压缩、平面弯曲、圆形弯曲);EA4T 钢机械性能的变化。本文分析了表面疲劳裂纹几何模型,并选择了裂纹前线的半椭圆形作为最可接受的模型。参数 m 和 C 值的显著分散性妨碍了可靠地确定有裂纹车桥的残余寿命,而残余寿命是实际预测车桥存活率的重要特征。针对裂纹前线的半椭圆形,开发了参数 m 和 C 的优化技术。建立了参数 m 和 C 之间的联系。提出了通过不破坏标准确定车轴剩余寿命的方法。确定了疲劳失效发展过程中残余寿命与巴黎-埃多耿方程参数值之间的关系。讨论了为防止车轴疲劳失效而设定车轴监测时限的程序。 关键词:巴黎-埃多耿方程参数、疲劳裂纹、车轴剩余寿命。
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