Volume 42 Issue 7
Jul.  2021
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ZHANG Chaodong, LI Jian’an. Dynamic Load Identification and Structural Response Reconstruction Based on the Augmented Kalman Filter[J]. Applied Mathematics and Mechanics, 2021, 42(7): 665-674. doi: 10.21656/1000-0887.410252
Citation: ZHANG Chaodong, LI Jian’an. Dynamic Load Identification and Structural Response Reconstruction Based on the Augmented Kalman Filter[J]. Applied Mathematics and Mechanics, 2021, 42(7): 665-674. doi: 10.21656/1000-0887.410252

Dynamic Load Identification and Structural Response Reconstruction Based on the Augmented Kalman Filter

doi: 10.21656/1000-0887.410252
  • Received Date: 2020-08-28
  • For traditional load identification methods the ill-posedness problem brings about relatively large errors, and due to the insufficiency of monitoring sensors, the structural vibration responses at the damage points can’t be exhaustively monitored. Therefore, an augmented Kalman filter (AKF) algorithm-based dynamic load identification and response reconstruction method was proposed. Based on the structural state space formulation, the load vector and the state vector were combined into the augmented-rank state vector(ASV), and the Kalman filter algorithm was employed to obtain the minimum-variance unbiased (MVU) estimation of the augmented state vector to realize the simultaneous identification of the state and the load vectors. Furthermore, the dynamic response reconstruction of the structure parts without sensors was realized through combination of the optimal state estimation and the observation matrix. Three finite element cases were studied to verify the feasibility and effectiveness of the proposed method. The results show that, this method can well identify the load and reconstruct the response regardless of moving or fixed loads with high accuracy, and is insensitive to measurement noise. The types, the number and the locations of the sensors have some impact on the accuracy of load identification and response reconstruction.
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  • [2]LAW S S, CHAN T H, ZENG Q H, et al. Moving force identification: a frequency and time domains analysis[J].Journal of Dynamic Systems Measurement and Control,1999,121(3): 394-401.
    LAW S S, CHAN T H, ZENG Q H, et al. Moving force identification: a time domain method[J].Journal of Sound and Vibration,1997,201(1): 1-22.
    [3]YU L, CHAN T H T. Moving force identification based on the frequency-time domain method[J].Journal of Sound and Vibration,2003,261(2): 329-349.
    [4]ZHU X Q, LAW S S, BU J Q. A state space formulation for moving loads identification[J].Journal of Vibration and Acoustics,2006,128(4): 509-520.
    [5]LAW S S, FANG Y L. Moving force identification: optimal state estimation approach[J].Journal of Sound and Vibration,2001,239(2): 233-254.
    [6]陈震, 王震, 余岭, 等. 预处理最小二乘QR分解法识别桥梁移动荷载的优化分析及试验研究[J]. 振动工程学报, 2018,31(4): 545-552.(CHEN Zhen, WANG Zhen, YU Ling, et al. Optimization analysis and experimental study of preconditioned least square QR-factorization for moving force identification[J].Journal of Vibration Engineering,2018, 31(4): 545-552.(in Chinese))
    [7]BUSBY H R, TRUJILLO D M. Optimal regularization of an inverse dynamics problem[J].Computers & Structures,1997,63(2): 243-248.
    [8]潘楚东, 余岭, 刘焕林, 等. 考虑初始条件影响的移动荷载识别稀疏正则化方法[J]. 振动工程学报, 2018,31(5): 734-743.(PAN Chudong, YU Ling, LIU Huanlin, et al. Sparse regularization based moving force identification under unknown initial conditions[J].Journal of Vibration Engineering,2018,31(5): 734-743.(in Chinese))
    [9]ZHONG J, LIU H, YU L. Sparse regularization for traffic load monitoring using bridge response measurements[J].Measurement,2019,131: 173-182.
    [10]TUAN P C, JI C C, FONG L W, et al. An input estimation approach to on-line two-dimensional inverse heat conduction problems[J].Numerical Heat Transfer,1996,29(3): 345-363.
    [11]CHEN Q, YAN H, WANG M, et al. Inertia force identification of cantilever under moving-mass by inverse method[J].Telkomnika,2012,10(8): 2108-2116.
    [12]MA C K, CHANG J M, LIN D C. Input forces estimation of beam structures by an inverse method[J].Journal of Sound and Vibration,2003,259(2): 387-407.
    [13]LAW S S, BU J Q, ZHU X Q, et al. Vehicle axle loads identification using finite element method[J].Engineering Structures,2004, 26(8): 1143-1153.
    [14]LIU K, LAW S S, ZHU X Q, et al. Explicit form of an implicit method for inverse force identification[J].Journal of Sound and Vibration,2014,333(3): 730-744.
    [15]FENG D, SUN H, FENG M Q. Simultaneous identification of bridge structural parameters and vehicle loads[J].Computers & Structures,2015,157: 76-88.
    [16]YU L, CHAN T H T, ZHU J. A MOM-based algorithm for moving force identification, part Ⅱ: experiment and comparative studies[J].Structural Engineering and Mechanics,2008,29(2): 155-169.
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