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Damage identification using multi-level modal group response reconstruction in the presence of close spaced modes
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Yunfeng ZOU1, 2, Huanzhi DONG1, Xuandong LU1, Xuhui HE1, 2, Chenzhi CAI1, 2
Journal of Vibration Engineering | 2025, 38(9) : 1955 - 1966
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Journal of Vibration Engineering | 2025, 38(9): 1955-1966
Damage identification using multi-level modal group response reconstruction in the presence of close spaced modes
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Yunfeng ZOU1, 2, Huanzhi DONG1, Xuandong LU1, Xuhui HE1, 2, Chenzhi CAI1, 2
Affiliations
  • 1.School of Civil Engineering, Central South University, Changsha 410075, China
  • 2.Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha 410075, China
Published: 2025-09-10 doi: 10.16385/j.cnki.issn.1004-4523.202308014
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Limited by common situations of closely spaced modes and large structural dimension, damage identification based on modal parameter is difficult to perform in civil structures. A damage identification method based on multi-level modal group response reconstruction in the presence of close spaced modes is proposed. Several modes with small intervals are grouped together, and response of the entire modal group is extracted as damage sensitive characteristic. Based on the collected modal response, a multi-level damage identification strategy is adopted. In the super element level damage location, the original structure is first converted into a super element model with fewer DOFs through model reduction, and then the minimization problem is solved by defining the modal group response strain energy as a damage index to achieve the location of damaged super elements; In element level damage identification, the minimization problem is expressed as the discrepancy between reconstructed and actual modal group response to achieve elemental damage localization and quantification. A numerical simulation study and the experimental verification were conducted to demonstrate the operational process and feasibility of this method. Compared with traditional methods, the results show that the proposed method improves the accuracy and efficiency of damage identification through multi-level identification strategies and model reduction, and on the other hand, improves the shortcomings of modal-analysis-based methods that cannot accurately identify damage when faced with close spaced modes. Regardless of the presence or absence of close spaced modes. Damage identification can be performed based on multiple dynamic responses such as stress, strain, displacement, and acceleration of the structure.

modal group response  /  close spaced mode  /  multi-level damage identification  /  model reduction
Yunfeng ZOU, Huanzhi DONG, Xuandong LU, Xuhui HE, Chenzhi CAI. Damage identification using multi-level modal group response reconstruction in the presence of close spaced modes[J]. Journal of Vibration Engineering, 2025 , 38 (9) : 1955 -1966 . DOI: 10.16385/j.cnki.issn.1004-4523.202308014
Year 2025 volume 38 Issue 9
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202308014
  • Receive Date:2023-08-08
  • Online Date:2026-02-09
  • Published:2025-09-10
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  • Received:2023-08-08
  • Revised:2023-10-07
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    1.School of Civil Engineering, Central South University, Changsha 410075, China
    2.Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha 410075, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
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Genus
种数
Number of
species
占总种数比例
Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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