Structural damage detection based on model reduction and response reconstruction

Yun-feng Zou , Yun-hui Su , Xuan-dong Lu , Xu-hui He , Chen-zhi Cai

Journal of Central South University ›› 2025, Vol. 32 ›› Issue (11) : 4439 -4462.

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Journal of Central South University ›› 2025, Vol. 32 ›› Issue (11) :4439 -4462. DOI: 10.1007/s11771-025-6105-1
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Structural damage detection based on model reduction and response reconstruction

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Abstract

Structural damage detection is hard to conduct in large-scale civil structures due to enormous structural data and insufficient damage features. To improve this situation, a damage detection method based on model reduction and response reconstruction is presented. Based on the framework of two-step model updating including substructure-level localization and element-level detection, the response reconstruction strategy with an improved sensitivity algorithm is presented to conveniently complement modal information and promote the reliability of model updating. In the iteration process, the reconstructed response is involved in the sensitivity algorithm as a reconstruction-related item. Besides, model reduction is applied to reduce computational degrees of freedom (DOFs) in each detection step. A numerical truss bridge is modelled to vindicate the effectiveness and efficiency of the method. The results showed that the presented method reduces the requirement for installed sensors while improving efficiency and ensuring accuracy of damage detection compared to traditional methods.

Keywords

damage detection / model reduction / response reconstruction / two-step model updating / sensitivity algorithm

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Yun-feng Zou, Yun-hui Su, Xuan-dong Lu, Xu-hui He, Chen-zhi Cai. Structural damage detection based on model reduction and response reconstruction. Journal of Central South University, 2025, 32(11): 4439-4462 DOI:10.1007/s11771-025-6105-1

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References

[1]

Wang Y W, Ni Y Q. Bayesian dynamic forecasting of structural strain response using structural health monitoring data [J]. Structural Control and Health Monitoring, 2020, 27(8): e2575

[2]

Zhou Z-j, Wegner L D, Sparling B F. Data quality indicators for vibration-based damage detection and localization [J]. Engineering Structures, 2021, 230: 111703

[3]

Zou Y-f, Lu X-d, Yang J-s, et al.. Structural damage identification based on transmissibility in time domain [J]. Sensors, 2022, 22(1393

[4]

Viet Hà N, Golinval J C. Localization and quantification of damage in beam-like structures using sensitivities of principal component analysis results [J]. Mechanical Systems and Signal Processing, 2010, 24(61831-1843

[5]

Naseralavi S S, Salajegheh E, Salajegheh J, et al.. Detection of damage in cyclic structures using an eigenpair sensitivity matrix [J]. Computers & Structures, 2012, 110–111: 43-59

[6]

Yang C, Adams D E. A damage identification technique based on embedded sensitivity analysis and optimization processes [J]. Journal of Sound and Vibration, 2014, 333(143109-3119

[7]

Guo J, Jiao J, Fujita K, et al.. Damage identification for frame structures using vision-based measurement [J]. Engineering Structures, 2019, 199: 109634

[8]

Guo J, Deng K-l, Wang L, et al.. Physical-based parametrization and local damage identification for frametype structures using response sensitivity approach in time domain [J]. Structural Control and Health Monitoring, 2019, 26(10): e2412

[9]

Lin L-z, Chang H-y, Zhang X. Research on beam structure damage identification method based on time domain response sensitivity analysis [J]. Journal of Physics: Conference Series, 2019, 1213(5052024

[10]

Yang D-l, Kang C-y, Hu Z-m, et al.. On the study of element modal strain energy sensitivity for damage detection of functionally graded beams [J]. Composite Structures, 2019, 224: 110989

[11]

Liu J-k, Lu Z-r, Yu M-L. Damage identification of non-classically damped shear building by sensitivity analysis of complex modal parameter [J]. Journal of Sound and Vibration, 2019, 438: 457-475

[12]

Law S S, Li X Y, Zhu X Q, et al.. Structural damage detection from wavelet packet sensitivity [J]. Engineering Structures, 2005, 27(91339-1348

[13]

Lu Z R, Law S S. Features of dynamic response sensitivity and its application in damage detection [J]. Journal of Sound and Vibration, 2007, 303(12): 305-329

[14]

Mirzaee A, Abbasnia R, Shayanfar M. Simultaneous identification of damage in bridge under moving mass by Adjoint variable method [J]. Smart Structures and Systems, 2018, 21(4): 449-467

[15]

Zhu H P, Ye L, Weng S, et al.. Damage identification of vehicle-track coupling system from dynamic responses of moving vehicles [J]. Smart Structures and Systems, 2018, 21(5): 677-686

[16]

Papadimitriou C, Papadioti D C. Component mode synthesis techniques for finite element model updating [J]. Computers & Structures, 2013, 126: 15-28

[17]

Liu Y, Li Y, Wang D-j, et al.. Model updating of complex structures using the combination of component mode synthesis and Kriging predictor [J]. The Scientific World Journal, 2014, 2014: 476219

[18]

Chen S-h, Lin W, Yu J-x, et al.. Freeinterface modal synthesis based substructural damage detection method [J]. Shock and Vibration, 2014, 2014(1): 741697

[19]

Weng S, Xia Y, Xu Y-l, et al.. Substructure based approach to finite element model updating [J]. Computers & Structures, 2011, 89(910772-782

[20]

Xu Y-l, Zhang C-d, Zhan S, et al.. Multilevel damage identification of a bridge structure: A combined numerical and experimental investigation [J]. Engineering Structures, 2018, 156: 53-67

[21]

Zhang C-d, Xu Y-L. Multi-level damage identification with response reconstruction [J]. Mechanical Systems and Signal Processing, 2017, 95: 42-57

[22]

Zou Y-f, Yang G-c, Lu X-d, et al.. Structural damage detection with two-stage modal information and sparse Bayesian learning [J]. Structures, 2023, 58: 105361

[23]

Jensen H A, Millas E, Kusanovic D, et al.. Model-reduction techniques for Bayesian finite element model updating using dynamic response data [J]. Computer Methods in Applied Mechanics and Engineering, 2014, 279: 301-324

[24]

Craig R R, Bampton M C C. Coupling of substructures for dynamic analyses [J]. AIAA Journal, 1968, 6(71313-1319

[25]

Muscolino G. Dynamic analysis of structural systems using component mode synthesis [M]. Computational Structures Technology, 2002255282

[26]

Zou Y-f, Fu Z-y, He X-h, et al.. Dynamic response reconstruction method based on empirical mode decomposition and model condensation [J]. Engineering Mechanics, 2022, 39(2): 67-75

[27]

Hansen P C. Analysis of discrete ill-posed problems by means of the L-curve [J]. SIAM Review, 1992, 34(4): 561-580

[28]

Zhang X-h, Xu Y-l, Zhu S-y, et al.. Dualtype sensor placement for multi-scale response reconstruction [J]. Mechatronics, 2014, 24(4): 376-384

[29]

Yue Z-g, Chen Z-p, Yu L. Comparative studies on structural damage detection using Lp norm regularisation [J]. International Journal of Lifecycle Performance Engineering, 2019, 3(2171

[30]

Jin W-m, Yang Q-w, Shen X, et al.. Damage identification for truss structures using eigenvectors [J]. Advanced Materials Research, 2013, 753–755: 2351-2355

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