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Convex model-based regularization method for force reconstruction. (English) Zbl 1539.74533

Summary: In the process of reconstructing structural forces, the influence of measurement errors and inherent model inaccuracies cannot be ignored. These errors exhibit a degree of correlation, and the presence of such correlation inevitably affects the quantification of uncertainties in force reconstruction. Objectively, the inherent ill-posed nature of structural inverse problems makes it difficult to obtain the forces to be identified, subject to uncertainties and highly susceptible to perturbations. Consequently, this paper introduces a force reconstruction regularization approach that explicitly considers the correlation of uncertainty parameters based on the truncated singular value regularization method. The primary objective is to refine the influence of uncertainties on the reconstructed force bounds with greater precision. When determining robust regularization parameters, the generalized cross-validation method and convex modelling approach are introduced to consider the uncertainty and its correlation in solving inverse problems. The proposed approach is rigorously validated through a comprehensive numerical case study. Error indexes and dispersion indices are employed to analyze the impact of different levels of noise and correlation on force reconstruction results. The force bounds obtained using the proposed method are compared with Monte Carlo simulation results. Finally, the validity of the proposed method is verified by an experiment with a four-story shear frame.

MSC:

74S60 Stochastic and other probabilistic methods applied to problems in solid mechanics
Full Text: DOI

References:

[1] De Simone, M. E.; Ciampa, F.; Meo, M., A hierarchical method for the impact force reconstruction in composite structures, Smart Mater. Struct., 28, Article 085022 pp., 2019
[2] Zheng, X.; Yang, D.-H.; Yi, T.-H.; Li, H.-N., Bridge influence line identification from structural dynamic responses induced by a high-speed vehicle, Struct. Control. Health Monit., 27, e2544, 2020
[3] Wu, S. Q.; Law, S. S., Vehicle axle load identification on bridge deck with irregular road surface profile, Eng. Struct., 33, 591-601, 2011
[4] Dobson, B.; Rider, E., A review of the indirect calculation of excitation forces from measured structural response data, Proc. Inst. Mech. Eng. Part C-J. Eng. Mech. Eng. Sci., 204, 69-75, 1990
[5] Turco, E., A strategy to identify exciting forces acting on structures, Int. J. Numer. Method. Eng., 64, 1483-1508, 2005 · Zbl 1140.74469
[6] Zheng, S.; Zhou, L.; Lian, X.; Li, K., Technical note: coherence analysis of the transfer function for dynamic force identification, Mech. Syst. Signal Proc., 25, 2229-2240, 2011
[7] Qiu, B.; Zhang, M.; Li, X.; Qu, X.; Tong, F., Unknown impact force localisation and reconstruction in experimental plate structure using time-series analysis and pattern recognition, Int. J. Mech. Sci., 166, Article 105231 pp., 2020
[8] Liu, J.; Sun, X.; Han, X.; Jiang, C.; Yu, D., Dynamic load identification for stochastic structures based on Gegenbauer polynomial approximation and regularization method, Mech. Syst. Signal Proc., 35-54, 2015, 56-57
[9] Liu, J.; Li, B., A novel strategy for response and force reconstruction under impact excitation, J. Mech. Sci. Technol., 32, 3581-3596, 2018
[10] Liu, Z.; Cai, Z.; Peng, H.; Zhang, X.; Wu, Z., Morphology and tension perception of cable-driven continuum robots, IEEE-ASME Trans. Mechatron., 28, 314-325, 2023
[11] Peng, H.; Yang, H.; Li, F.; Yang, C.; Song, N., A unified framework for mechanical modeling and control of tensegrity robots, Mech. Mach. Theory, 191, Article 105498 pp., 2024
[12] Song, N.; Zhang, M.; Li, F.; Kan, Z.; Zhao, J.; Peng, H., Dynamic research on winding and capturing of tensegrity flexible manipulator, Mech. Mach. Theory, 193, Article 105554 pp., 2024
[13] Uhl, T., The inverse identification problem and its technical application, Arch. Appl. Mech., 77, 325-337, 2007 · Zbl 1190.74021
[14] Yu, L.; Chan, T. H.T., Moving force identification from bending moment responses of bridge, Struct. Eng. Mech., 14, 151-170, 2002
[15] Liu, J.; Meng, X.; Zhang, D.; Jiang, C.; Han, X., An efficient method to reduce ill-posedness for structural dynamic load identification, Mech. Syst. Signal Process., 95, 273-285, 2017
[16] Jiang, J.; Tang, H.; Mohamed, M. S.; Luo, S.; Chen, J., Augmented Tikhonov regularization method for dynamic load identification, Applied Sciences, 10, 6348, 2020
[17] He, Z. C.; Zhang, Z.; Li, E., Random dynamic load identification for stochastic structural-acoustic system using an adaptive regularization parameter and evidence theory, J. Sound Vib., 471, Article 115188 pp., 2020
[18] Wang, L.; Huang, Y.; Xie, Y.; Du, Y., A new regularization method for dynamic load identification, Sci. Prog., 103, Article 003685042093128 pp., 2020
[19] Chen, Z.; Yang, W.; Li, J.; Yi, T.; Wu, J.; Wang, D., Bridge influence line identification based on adaptive B-spline basis dictionary and sparse regularization, Struct. Control Health Monit., 26, e2355, 2019
[20] Saito, A.; Sugai, R.; Wang, Z.; Saomoto, H., Damage identification using noisy frequency response functions based on topology optimization, J. Sound Vib., 545, Article 117412 pp., 2023
[21] Cortiella, A.; Park, K.-C.; Doostan, A., Sparse identification of Nonlinear Dyn.amical systems via reweighted l_1-regularized least squares, Comput. Meth. Appl. Mech. Eng., 376, Article 113620 pp., 2021 · Zbl 1506.37104
[22] Wang, L.; Liao, W.; Xie, Y.; Du, Y., An efficient inverse algorithm for load identification of stochastic structures, Int. J. Mech. Mater. Des., 16, 869-882, 2020
[23] Li, K.; Liu, J.; Wen, J.; Lu, C., Time domain identification method for random dynamic loads and its application on reconstruction of road excitations, Int. J. Appl. Mechanics, 12, Article 2050087 pp., 2020
[24] Jiang, W.; Wang, Z.; Lv, J., A fractional-order accumulative regularization filter for force reconstruction, Mech. Syst. Signal Proc., 101, 405-423, 2018
[25] Li, Y.; Sun, L., Structural deformation reconstruction by the Penrose-Moore pseudo-inverse and singular value decomposition-estimated equivalent force, Struct. Health Monit., 20, 2412-2429, 2021
[26] Qiao, B.; Zhang, X.; Gao, J.; Chen, X., Impact-force sparse reconstruction from highly incomplete and inaccurate measurements, J. Sound Vibr., 376, 72-94, 2016
[27] Liu, R.; Dobriban, E.; Hou, Z.; Qian, K., Dynamic load identification for mechanical systems: a review, Arch. Comput. Method. Eng., 29, 831-863, 2022
[28] Yang, C., Interval strategy-based regularization approach for force reconstruction with multi-source uncertainties, Comput. Method. Appl. Mech. Eng., 419, Article 116679 pp., 2024 · Zbl 1536.65166
[29] Yang, C., A novel uncertainty-oriented regularization method for load identification, Mech. Syst. Signal Process., 158, Article 107774 pp., 2021
[30] Liu, J.; Sun, X.; Han, X.; Jiang, C.; Yu, D., Dynamic load identification for stochastic structures based on Gegenbauer polynomial approximation and regularization method, Mech. Syst. Signal Process., 35-54, 2015, 56-57
[31] Falsone, G.; Laudani, R., Matching the principal deformation mode method with the probability transformation method for the analysis of uncertain systems, Int. J. Numer. Methods Eng., 118, 395-410, 2019 · Zbl 07865224
[32] Shi, Q.; Wang, X.; Chen, W.; Hu, K., Optimal sensor placement method considering the importance of structural performance degradation for the allowable loadings for damage identification, Appl. Math. Model., 86, 384-403, 2020
[33] Shi, Q.; Wang, H.; Wang, L.; Luo, Z.; Wang, X.; Han, W., A bilayer optimization strategy of optimal sensor placement for parameter identification under uncertainty, Struct. Multidiscip. Optim., 65, 264, 2022
[34] Shi, Q.; Hu, K.; Wang, L.; Wang, X., Uncertain identification method of structural damage for beam-like structures based on strain modes with noises, Appl. Math. Comput., 390, Article 125682 pp., 2021 · Zbl 1465.74145
[35] Peng, H.; Shi, B.; Wang, X.; Li, C., Interval estimation and optimization for motion trajectory of overhead crane under uncertainty, Nonlinear Dyn., 96, 1693-1715, 2019
[36] Yang, C.; Lu, W.; Xia, Y., Reliability-constrained optimal attitude-vibration control for rigid-flexible coupling satellite using interval dimension-wise analysis, Reliab. Eng. Syst. Saf., 237, Article 109382 pp., 2023
[37] Yang, C.; Lu, W.; Xia, Y., Positioning accuracy analysis of industrial robots based on non-probabilistic time-dependent reliability, IEEE Trans. Reliab., 2023
[38] Liu, Y.; Wang, L.; Li, M.; Wu, Z., A distributed dynamic load identification method based on the hierarchical-clustering-oriented radial basis function framework using acceleration signals under convex-fuzzy hybrid uncertainties, Mech. Syst. Signal Proc., 172, Article 108935 pp., 2022
[39] Xu, M.; Huang, J.; Wang, C.; Li, Y., Fuzzy identification of dynamic loads in presence of structural epistemic uncertainties, Comput. Meth. Appl. Mech. Eng., 360, Article 112718 pp., 2020 · Zbl 1441.74087
[40] Lyu, J.; Liu, F.; Ren, Y., Fuzzy identification of Nonlinear Dyn.amic system based on selection of important input variables, J. Syst. Eng. Electron., 33, 737-747, 2022
[41] Liu, Y.; Wang, L., Quantification, localization, and reconstruction of impact force on interval composite structures, Int. J. Mech. Sci., 239, Article 107873 pp., 2023
[42] Feng, W.; Li, Q.; Lu, Q.; Li, C.; Wang, B., Element-wise Bayesian regularization for fast and adaptive force reconstruction, J. Sound Vibr., 490, Article 115713 pp., 2021
[43] Yang, H.; Tian, H.; Zhang, Y.; Hao, P.; Wang, B.; Gao, Q., Novel bootstrap-based ellipsoidal convex model for non-probabilistic reliability-based design optimization with insufficient input data, Comput. Method. Appl. Mech. Eng., 415, Article 116231 pp., 2023 · Zbl 1539.90031
[44] Yang, C.; Fan, Z.; Xia, Y., Convex model-based reduced-order model for uncertain control systems, J. IEEE Transact. Syst. Man Cybernet.-Syst., 2024
[45] Jiang, C.; Han, X.; Lu, G. Y.; Liu, J.; Zhang, Z.; Bai, Y. C., Correlation analysis of non-probabilistic convex model and corresponding structural reliability technique, Comput. Method. Appl. Mech. Eng., 200, 2528-2546, 2011 · Zbl 1230.74240
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