在线钢轨断裂原因分析  

Fracture Reason Analysis for Rail on Line

作　　者：吴雄先[1] 杨兵 贾光勇 

机构地区：[1]攀枝花钢铁研究院,攀枝花617000 [2]攀钢集团国际经济贸易有限公司,攀枝花617000

出　　处：《理化检验（物理分册）》2010年第5期332-334,共3页Physical Testing and Chemical Analysis(Part A:Physical Testing)

摘　　要：U75V热轧钢轨铺设在曲线地段使用超过3a(年),其中一支钢轨发生断裂,部分钢轨出现剥离掉块。当查找断裂原因,对断裂钢轨进行了理化检验。结果表明:轮轨接触应力过大,超过了钢轨接触疲劳强度,由于疲劳裂纹萌生和扩展的速率大于磨耗速率,在钢轨塑性变形层表面萌生并形成了疲劳裂纹,并沿变形流线方向疲劳扩展,在轮轨接触圆角处距表面2 mm处形成了疲劳核伤,在车轮的反复作用下发生了断裂。The U75V hot-rolled rails laid on the curving line had been used more than three years,one of them had fractured,and some other had fatigue damage of desquamation.The physical and chemical inspection was carried out to find the fracture reason.The results indicated that the contact stress of rail and wheel was too excessive and exceeded the yield strength of rail.Because the fatigue crack expansion rate exceeded the wearing speed rate,the fatigue crack generated on the surface of the rail＇s plastic deformation field,and the crack extended along the deformation streamline,then the nucleus of crack caused in the round under the contact surface of rail and wheel about 2 mm.Finally,the rail had fractured in the wheel rolled repeatedly.

关 键 词：钢轨 疲劳裂纹 裂纹核 断裂 

分 类 号：U213.42[交通运输工程—道路与铁道工程]