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    消除温度效应滞后影响的桥梁挠度异常监测方法

    Bridge Deflection Anomaly Monitoring Method for Eliminating Temperature Hysteresis Effect

    • 摘要: 温度作用下桥梁挠度呈现周期性变化,探究其时变特征在一定程度上能够反映支座、伸缩缝等主梁边界约束的服役性能.建立温度与挠度监测数据间的相关模型,是实现对桥梁挠度异常变化进行识别的重要手段.现有研究忽略了温度与挠度间的滞后效应,导致建模精度较低,影响桥梁挠度异常的准确识别.鉴于此,提出了一种可自适应消除滞后效应影响的桥梁挠度异常监测方法.首先,基于小波分解方法实现了桥梁温致挠度的准确提取,并筛选了影响桥梁挠度变化的主要温度变量.其次,采用可通过重置门与更新门自适应考虑变量间滞后效应的门控循环单元(Gated Recurrent Unit,GRU)神经网络,建立消除滞后效应影响的温度-挠度相关模型,实现了对桥梁温致挠度的准确预测,并提出了可反映由主梁约束构件服役性能劣化引起挠度改变的异常识别指标.最后,通过实桥结构健康监测数据验证了该方法的有效性.研究结果表明,所提监测方法可有效识别温致挠度异常,为实现对桥梁约束构件性能劣化的在线监测诊断提供了依据.

       

      Abstract: The bridge deflection periodic changes under the temperature action.Exploring its time-varying characteristics can reflect the service performance of the main girder’s boundary constraints,such as bearings and expansion joints.Establishing a correlation model between temperature and deflection is crucial for detecting abnormal changes in bridge deflection.The existing research ignores the hysteresis effect between temperature and deflection,which leads to low modeling accuracy and affects the accurate detection of bridge deflection anomalies.Therefore,a method for monitoring bridge deflection anomalies that adaptively addresses the hysteresis effect is proposed.Firstly,the accurate extraction of the thermal-induced bridge deflection is realized based on the wavelet decomposition method,and the main temperature variables affecting the bridge deflection are screened.Secondly,a temperature-deflection correlation model is established using the gated recurrent unit (GRU) neural network,which adjusts for the hysteresis effect between variables through reset and update gates.This model enables accurate prediction of thermal-induced deflection.Then,an anomaly detection indicator is proposed that reflects deflection changes caused by the deterioration of service performance in the main girder constraint components.Finally,the method is validated with health monitoring data from a real bridge.Results show that this method can effectively identify thermal-induced deflection anomalies,providing a basis for online monitoring and diagnosing performance degradation in bridge constraint components.

       

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