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author:

Han, Jiangang (Han, Jiangang.) [1] | Ren, Weixin (Ren, Weixin.) [2] | Sun, Zengshou (Sun, Zengshou.) [3]

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EI Scopus PKU CSCD

Abstract:

During the service of structures, local damage at their key positions will continually accumulate, and finally lead to sudden increase of structure damage. This will result in outburst decrease of local stiffness and reduction of structure trait. Traditional modal properties are poor indications of damage. In this study, a damage detection index, namely, wavelet packet energy rate index, is proposed for the damage detection of structures. Dynamic signals measured from experiment beams are first decomposed into wavelet packet components, then wavelet energy rate index is computed and used to detect location of damage. The three kinds of damage locations of beams in laboratory are designed to prove the validity of energy index in experiment. The results show that the WPT-based energy rate index is good candidate index that is sensitive to structural damage.

Keyword:

Beams and girders Dynamic response Identification (control systems) Signal detection Structures (built objects) Wavelet transforms

Community:

  • [ 1 ] [Han, Jiangang]Department of Civil Engineering, Hainan University, Haikou 570228, China
  • [ 2 ] [Ren, Weixin]Department of Civil Engineering, Fuzhou University, Fuzhou 350002, China
  • [ 3 ] [Sun, Zengshou]Department of Civil Engineering, Fuzhou University, Fuzhou 350002, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

CN: 31-1316/TU

Year: 2006

Issue: 1

Volume: 25

Page: 47-50,57

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: 2

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