College of Engineering, Ocean University of China, Qingdao 266100, China.
Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Bentley 6102, Australia.
Sensors (Basel). 2022 May 31;22(11):4212. doi: 10.3390/s22114212.
The real-time identification of time-varying cable force is critical for accurately evaluating the fatigue damage of cables and assessing the safety condition of bridges. In the context of unknown wind excitations and only one available accelerometer, this paper proposes a novel cable force identification method based on an improved adaptive extended Kalman filter (IAEKF). Firstly, the governing equation of the stay cable motion, which includes the cable force variation coefficient, is expressed in the modal domain. It is transformed into a state equation by defining an augmented Kalman state vector with the cable force variation coefficient concerned. The cable force variation coefficient is then recursively estimated and closely tracked in real time by the proposed IAEKF. The contribution of this paper is that an updated fading-factor matrix is considered in the IAEKF, and the adaptive noise error covariance matrices are determined via an optimization procedure rather than by experience. The effectiveness of the proposed method is demonstrated by the numerical model of a real-world cable-supported bridge and an experimental scaled steel stay cable. Results indicate that the proposed method can identify the time-varying cable force in real time when the cable acceleration of only one measurement point is available.
实时识别时变索力对于准确评估索的疲劳损伤和评估桥梁的安全状况至关重要。在未知风激励且仅一个可用加速度计的情况下,本文提出了一种基于改进自适应扩展卡尔曼滤波器(IAEKF)的新型索力识别方法。首先,将包含索力变化系数的斜拉索运动控制方程在模态域中表示。通过定义一个带有相关索力变化系数的增广卡尔曼状态向量,将其转换为状态方程。然后,通过所提出的 IAEKF 递归估计并实时密切跟踪索力变化系数。本文的贡献在于,在 IAEKF 中考虑了更新的渐消因子矩阵,并通过优化过程而不是经验来确定自适应噪声误差协方差矩阵。通过实际的缆索支撑桥的数值模型和实验缩尺钢斜拉索的实验验证了所提出方法的有效性。结果表明,当仅可获得一个测量点的索加速度时,所提出的方法可以实时识别时变索力。