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    基于加速度–应力代理模型的地铁构架焊缝剩余寿命预测方法

    Remaining Life Prediction Method of Metro Bogie Frame Welds Based on an Acceleration-stress Surrogate Model

    • 摘要: 针对地铁构架关键焊缝直接应力长期监测成本高、测点覆盖受限以及疲劳寿命状态难以连续更新的问题,提出一种基于加速度–应力代理模型的焊缝剩余寿命滚动预测方法。该方法对连续监测信号进行固定窗口划分,提取各窗口的加速度均方根(root mean square, RMS)指标,并利用加速度–应力代理模型预测对应窗口的应力RMS指标;进一步将预测应力RMS作为表征当前窗口应力响应强度的等效指标,结合新增运行里程更新单位里程损伤率、累计损伤和剩余可运行里程。基于同步加速度–应变数据构造的样本验证结果表明,模型预测应力RMS与真实应力RMS具有较好一致性。里程模拟结果表明,所提方法能够反映振动增强条件下焊缝疲劳损伤累积和剩余寿命衰减趋势,可为地铁构架焊缝在线状态评估、风险排序和检修预警提供理论基础。

       

      Abstract: To address the high cost of long-term direct stress monitoring, limited sensor coverage, and the difficulty in continuously updating the fatigue-life status of critical welds in metro bogie frames, a remaining life rolling prediction method based on an acceleration-stress surrogate model is proposed. In this method, the continuous monitoring signals are partitioned into fixed-length windows, and the root mean square (RMS) of acceleration within each window is extracted. An acceleration-stress surrogate model is adopted to predict the corresponding stress RMS for each window. Furthermore, taking the predicted stress RMS as an equivalent indicator to quantify the stress response intensity of current window, the damage rate per unit mileage, cumulative damage and remaining operable mileage are updated with the accumulated operating mileage. Validation results using samples constructed from synchronously measured acceleration and strain data demonstrate good agreement between the predicted and measured stress RMS values. Mileage simulation results further show that the proposed method can effectively capture the accumulation of weld fatigue damage and the degradation trend of remaining life under increased vibration conditions, so that it provides a theoretical basis for online condition assessment, risk prioritization, and maintenance warning of critical welds in metro bogie frames.

       

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