Quantitative analysis of the structural health of railway turnouts using the acoustic emission technique

M. Kongpuang, R. Culwick, N. Cheputeh, A. Marsh, V. L. Jantara Junior, P. Vallely, S. Kaewunruen, M. Papaelias
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Abstract

Rail defects such as fatigue cracks have been one of the leading root causes of a number of derailments in the past. Cracks that initiate and propagate below the surface are difficult to detect using traditional non-destructive testing (NDT) methods. Acoustic emission (AE) is a more effective method for detecting and monitoring crack growth in rails online. This study investigates the applicability of AE for quantifying damage propagation in austenitic cast manganese steel used in manufacturing railway turnouts. The relationship between AE and crack growth rate in austenitic cast manganese steel samples that were fatigue tested in a three-point bending configuration was investigated by evaluating the AE activity with respect to direct current potential drop (DCPD) measurements and scanning electron microscopy (SEM) fractographic analysis of the tested samples. From the results obtained, it was not possible to observe a clear relationship between AE activity and the actual crack growth rate. Based on the SEM fractographic analysis, this is likely due to the plasticity occurring at the tip of the fatigue crack in the tested samples. This is plausible since the cast manganese steel samples had been cut off from a plate that had not been previously work hardened. The effect of carbides present in the microstructure is an additional contributing factor. Further tests should be carried out on cast manganese steel samples that have been work hardened prior to fatigue testing.
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用声发射技术定量分析铁路道岔结构健康状况
在过去,疲劳裂纹等轨道缺陷一直是许多脱轨事故的主要根本原因之一。使用传统的无损检测(NDT)方法很难检测到在表面以下产生和扩展的裂纹。声发射是在线检测和监测钢轨裂纹扩展的一种较为有效的方法。研究了声发射技术在铁路道岔用奥氏体铸钢损伤扩展量化中的适用性。通过对测试样品进行直流电位降(DCPD)测量和扫描电子显微镜(SEM)断口分析,研究了三点弯曲疲劳状态下奥氏体铸锰钢试样的声发射活性与裂纹扩展速率之间的关系。从得到的结果来看,不可能观察到声发射活动与实际裂纹扩展速率之间的明确关系。根据SEM断口分析,这可能是由于在测试样品的疲劳裂纹尖端发生塑性。这是合理的,因为铸造锰钢样品是从先前没有加工硬化的板上切下来的。存在于微观结构中的碳化物的影响是另一个影响因素。进一步的试验应在疲劳试验前对已加工硬化的铸造锰钢试样进行。
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