约束无嗅卡尔曼滤波(CUKF)在双向激励下耦合迟滞系统识别中的应用

Shivam Ojha, Nur M. M. Kalimullah, A. Shelke
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摘要

在实际结构受到多向地震激励的情况下,主要采用Bouc-Wen模型对单向激励下的系统辨识进行研究,忽略了扭转耦合。此外,高阻尼橡胶支座具有双向效应,因此需要耦合的双轴Bouc-Wen (BBW)模型,并需要模型参数的估计来进行结构健康监测。目前的工作提出了三个数值案例研究,然后进行了实验验证,以证明贝叶斯滤波器(称为约束无气味卡尔曼滤波器(CUKF))在识别非退化系统和退化系统的模型参数方面的适用性和有效性。在有限的测量和增加的状态下,采用两阶段的CUKF框架来提高识别非退化系统的滞后参数和系统动力学的性能。对于退化系统,在BBW模型中,Paris-Erdogan定律与刚度相结合,根据加速疲劳裂纹扩展引入退化。通过CUKF准确地捕获了退化参数和退化刚度。将CUKF应用于实验响应,验证了该算法对耦合双轴迟滞系统的鲁棒性。此外,提出了一个统一的结构健康监测(SHM)框架,用于极端事件期间的状态监测和通过环境振动进行的长期定期维护。总的来说,结果表明CUKF对于耦合双轴迟滞系统是一个可靠的贝叶斯估计,并且在识别疲劳引起的劣化方面具有很大的潜力。
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Application of constrained unscented Kalman filter (CUKF) for system identification of coupled hysteresis under bidirectional excitation
System identification is primarily studied for unidirectional excitation using the Bouc–Wen model, neglecting the torsional coupling, even though real structure experiences multidirectional seismic excitation. Moreover, the high damping rubber bearings exhibit bidirectional effects, thereby requiring coupled biaxial Bouc–Wen (BBW) model and demand the estimation of model parameters for structural health monitoring. The current work presents three numerical case studies followed by experimental validation to demonstrate the applicability and efficacy of Bayesian filters named constraint unscented Kalman filter (CUKF) in identifying model parameters for the nondeteriorating system as well as deteriorating systems. With limited measurements and increased states, a two‐stage framework of the CUKF is used to enhance the performance in identifying the hysteresis parameters and system dynamics of the nondeteriorating systems. For the deteriorating system, the Paris–Erdogan law is coupled with the stiffness in the BBW model to introduce degradation as per the acceleration fatigue crack growth. The degradation parameters and deteriorating stiffness is captured through CUKF accurately. The application of CUKF to the experimental responses proves the robustness of the algorithm for coupled biaxial hysteresis system. Additionally, a unified structural health monitoring (SHM) framework is proposed for condition monitoring during extreme events and long‐term periodic maintenance through ambient vibrations. Overall, the result concludes that CUKF is a reliable Bayesian estimator for coupled biaxial hysteresis systems and demonstrates promising potential in identifying fatigue‐induced deterioration.
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