高速列车支撑梁6005A-T6铝合金腐蚀失效分析

Corrosion Failure Analysis of High-speed Train Support Beam 6005A-T6 Aluminum Alloy

  • 摘要: 高速列车在检修过程中发现支撑梁端部连接处发生腐蚀现象,给车体结构服役安全带来隐患。采用扫描电子显微镜、金相显微镜、透射电子显微镜以及电化学工作站等仪器设备,分别从腐蚀表面形貌和腐蚀产物特征、基体剖面腐蚀进程和微观组织结构、防腐底漆老化以及接头金属电化学特性等角度,开展构件的失效分析工作。研究结果表明:构件失效模式为缝隙腐蚀+电偶腐蚀+剥落腐蚀。支撑梁端部连接处形成的缝隙结构长时间储存泥沙和水分,促进防腐底漆水解老化破裂和基体腐蚀;铝合金支撑梁与车体采用不锈钢角码和螺栓进行连接,异种材质在腐蚀介质中接触,形成电偶腐蚀,加速基体腐蚀速度;铝合金基体内部有沿轧制方向的高密度位错缠结以及粗大晶界,在腐蚀介质中优先溶解,在基体内部形成腐蚀隧道,导致剥落腐蚀,进一步促进腐蚀进程。本文最后,针对失效分析结果提出预防措施。

     

    Abstract: During the inspection process of a certain high-speed train, it was found that the connection part of the support beam at the end was corroded, posing a safety hazard to the service life of the vehicle structure. Scanning electron microscope, metallographic microscope, transmission electron microscope, and electrochemical workstation were used to conduct failure analysis from perspectives such as the morphology of the corrosion surface and characteristics of the corrosion products, the progress of corrosion in the base section and microstructure, the aging of the anti-corrosion primer, and the electrochemical properties of the joint metals. The results show that the failure mode of the component is gap corrosion + galvanic corrosion + flaking corrosion. The gap structure formed at the connection parts of support beam end stores mud and water for a longer time, which promotes the hydrolysis and aging of the anti-corrosion primer and the corrosion of base metal. Then the aluminum alloy support beam is connected with the vehicle body using stainless steel angle codes and bolts, and the contact of different materials in the corrosive medium forms galvanic corrosion, accelerating the corrosion rate of the base metals. The aluminum alloy base material has high-density dislocation tangles and coarse grain boundaries along the rolling direction, which dissolve preferentially in the corrosive medium, forming corrosion tunnels inside the base material and leading to flaking corrosion, further promoting the corrosion process. Finally, preventive measures are proposed based on the failure analysis results.

     

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