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Failure analysis on the axial-connected bolts of the thin-walled cylinder under random vibration loading

机译:随机振动加载下薄壁圆柱轴连接螺栓的故障分析

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摘要

The axial-connected bolts of the thin-walled cylinder structure product failed under random vibration loading acted in the transverse direction. The failure modes include pull-off of the thread on the nut as well as fracture of the bolt. The fracture appearance in fractographic study shows that the failure mechanisms of the bolt connections are shear strength failure of the thread on the nut and fatigue fracture of the bolt respectively. The FEM random vibration analysis was conducted on the overall structure, and the Power Spectral Density(PSD) of the axial force on the bolt was considered as the input loading of the shear strength failure life analysis on the nut as well as the fatigue life analysis on the bolt. Finally the fatigue experiment was conducted on the simplified bolt-connected structure for verification, which showed that the failure conditions and fatigue lives of the specimens were basically the same as those of the original product. Both the results of the fracture appearance analysis and the theoretical analysis are in accordance with those of the fatigue verification experiment, which confirms the failure mechanism of the product.
机译:薄壁圆筒结构产品的轴向连接螺栓在随机振动载荷中失效,作用在横向方向上。故障模式包括螺母上的螺纹的拉出,以及螺栓的骨折。 Fretography研究中的裂缝外观表明,螺栓连接的故障机理分别是螺母上螺纹的剪切强度衰竭和螺栓的疲劳断裂。在整体结构上进行有限元随机振动分析,螺栓上轴向力的功率谱密度(PSD)被认为是螺母上剪切强度衰竭寿命分析的输入负载以及疲劳寿命分析在螺栓上。最后,在简化的螺栓连接结构上进行了疲劳实验进行验证,这表明样品的失效条件和疲劳寿命与原始产品的失效状况和疲劳寿命相同。骨折外观分析的结果和理论分析均符合疲劳验证实验的结果,这证实了产品的失效机制。

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