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author:

Ma, Sheng-Lan (Ma, Sheng-Lan.) [1] | Liu, Yu-Hao (Liu, Yu-Hao.) [2] | Jiang, Shao-Fei (Jiang, Shao-Fei.) [3]

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EI

Abstract:

In this study, a novel two-stage plastic-state detection strategy is studied. In the first stage, discrete wavelet transform (DWT) is used to obtain the low-frequency response signal. The Hankel matrix is constructed with a low-frequency response signal, and singular value decomposition (SVD) is used to divide the null space and non-null space. The index degree of nonlinearity (DoN) was proposed for plasticity detection, and the corresponding limit of linearity (LLI) was constructed. In the second stage, based on DWT and fast independent component analysis, normalized source distribution vector (NSDV) was proposed to locate the structural damage. The method was verified by numerical simulation and a three-story frame test. The results show that when the structure is in an elastic state, DoN is less than LLI; when the structure enters the plastic state, DoN is larger than LLI and increases with the enhancement of plastic degree; thus, the proposed index NSDV can locate the structural damage. The proposed method can be used for structural plasticity detection and damage location, and has strong robustness and engineering practicability. © 2022, Springer-Verlag GmbH Germany, part of Springer Nature.

Keyword:

Damage detection Discrete wavelet transforms Frequency response Independent component analysis Numerical methods Plasticity Shear flow Signal reconstruction Singular value decomposition Structural analysis

Community:

  • [ 1 ] [Ma, Sheng-Lan]Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fuzhou; 350118, China
  • [ 2 ] [Ma, Sheng-Lan]CSCEC Strait Construction and Development Co., Ltd., Fuzhou; 350015, China
  • [ 3 ] [Liu, Yu-Hao]Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fuzhou; 350118, China
  • [ 4 ] [Jiang, Shao-Fei]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China

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Source :

Journal of Civil Structural Health Monitoring

ISSN: 2190-5452

Year: 2022

Issue: 5

Volume: 12

Page: 1027-1041

4 . 4

JCR@2022

3 . 6 0 0

JCR@2023

ESI HC Threshold:66

JCR Journal Grade:1

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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