Fracture of a Steel Tram-Rail Assembly

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Abstract

Several of the welds in a hoist carriage tram-rail assembly fabricated by shielded metal arc welding the leg of a large T-section 1020 steel beam to the leg of a smaller T-section 1050 steel rail failed in one portion of the assembly. Four weld cracks and several indefinite indications were found by magnetic-particle inspection. The cracks were revealed by metallographic examination to have originated in the HAZs in the rail section. Cracks in welds and in HAZs resulting from arcing the electrode adjacent to the weld and weld spatter were also revealed. The tram-rail assembly was concluded to have failed by fatigue cracking in HAZs. The fatigue cracking was initiated and propagated by vibration of the tram rail by movement of the hoist carriage on the rail. As a corrective measure, welding procedures were improved and the replacement rail assemblies were preheated and postheated.
钢轨电车组件断裂
在一个由保护金属弧焊制造的提升车厢电车轨道组件中,一个大t型1020钢梁的支腿与一个小t型1050钢轨的支腿在组件的一个部分发生了几个焊接故障。磁粉检测发现焊缝有4处裂纹和若干不明确迹象。金相分析表明,裂纹起源于钢轨段的热影响区。此外,还发现了由于焊缝附近电极电弧和焊缝飞溅而产生的焊缝裂纹和haz。结论是由于热影响区出现疲劳开裂,导致轨电组合失效。疲劳裂纹是由轨道振动引起的,并通过提升车厢在轨道上的运动而传播。作为纠正措施,改进了焊接工艺,并对更换的轨道组件进行了预热和预热。
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