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基于有限元的螺栓损坏分析

Analysis of bolt damage based on finite element method

  • 摘要: 为分析高强度螺栓在横向振动载荷下的应力分布和变形特性,以评估其在复杂受力环境下的耐久性,本文研究了螺栓连接的力学模型建立、仿真设置和模拟验证。通过有限元仿真技术,系统开展了螺栓挤压与随机振动载荷模拟,揭示了预紧力对接触区应力重分布及螺纹结构变形的影响规律。研究表明:预紧力从20 kN提升至80 kN时,挤压工况下螺栓钻孔处最大应力幅值降低21.4%,有效抑制了局部塑性变形;随机振动载荷作用下,螺纹过渡区出现3倍应力集中现象,该区域微裂纹萌生风险较其他部位提升明显。该方法通过量化变形与断裂的关联特性,阐明了螺纹接触界面滑移诱发的渐进式失效机制,为工程结构螺栓连接的安全设计与寿命预测提供了关键理论依据。

     

    Abstract: To analyze the stress distribution and deformation characteristics of high-strength bolts(HSBs) under lateral vibration loads, in order to evaluate their durability in complex stress environments, the research involves the establishment of mechanical models, simulation settings, and simulation verification for bolted connections. Through finite element simulation technology, the systematic simulations of bolt compression and random vibration loads are carried out, revealing the influence of preload force on stress redistribution in the contact area and deformation of the threaded structure. The research has shown that when the preload force is increased from 20 kN to 80 kN, the maximum stress amplitude at the bolt drilling site under compression conditions decreases by 21.4%, effectively suppressing local plastic deformation. Under the action of random vibration load, there is a 3-fold stress concentration phenomenon in the transition zone of the thread, and the risk of microcrack initiation in this area is significantly increased compared to other parts. This method quantifies the correlation characteristics between deformation and fracture, elucidates the progressive failure mechanism induced by slip at the threaded contact interface, and provides a key theoretical basis for the safe design and life prediction of bolted connections in engineering structures.

     

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