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Wooden beam damage identification based on curvature mode and wavelet transform
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Xiancai REN1, Zhaobo MENG1, Xin WANG2, Shanqing CHAI1, Yufa LIU1
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 79 - 88
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 79-88
Wooden beam damage identification based on curvature mode and wavelet transform
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Xiancai REN1, Zhaobo MENG1, Xin WANG2, Shanqing CHAI1, Yufa LIU1
Affiliations
  • 1.School of Architecture and Engineering, Liaocheng University, Liaocheng 252000, China
  • 2.School of Civil Engineering, Tianshui Normal University, Tianshui 741001, China
doi: 10.13197/j.eeed.2024.0408
Outline
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To address the limitations of curvature mode indicators in identifying minor structural damage, a method for structural damage identification that combines curvature mode and wavelet transform has been proposed. In this paper, ANSYS was used to establish a finite element model of the wooden beam before and after the damage and carry out modal analysis, and the curvature modes of the wooden beam before and after the damage was subjected to discrete wavelet transform to obtain the wavelet coefficient difference index. the damage location of the wooden beam was judged according to the peak of the wavelet coefficient difference mutation, and the damage degree of the wooden beam was estimated by fitting the relationship between the wavelet coefficient difference and the damage degree. The wooden beam test verified the index. The results show that the wavelet coefficient difference index can accurately identify the damaged location of wooden beams. The damage degree of wooden beams can be quantitatively estimated by fitting the relationship between the wavelet coefficient difference index and the damage degree. The research results provide a theoretical basis for wooden beam damage identification.

curvature mode  /  damage identification  /  wavelet coefficient difference  /  wooden beam
Xiancai REN, Zhaobo MENG, Xin WANG, Shanqing CHAI, Yufa LIU. Wooden beam damage identification based on curvature mode and wavelet transform[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 79 -88 . DOI: 10.13197/j.eeed.2024.0408
Year 2024 volume 44 Issue 4
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doi: 10.13197/j.eeed.2024.0408
  • Receive Date:2023-04-05
  • Online Date:2026-03-30
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  • Received:2023-04-05
  • Revised:2023-05-29
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    1.School of Architecture and Engineering, Liaocheng University, Liaocheng 252000, China
    2.School of Civil Engineering, Tianshui Normal University, Tianshui 741001, China
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表12种不同金属材料的力学参数

Family
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Number of
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Number of
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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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