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Author:

Teng, Hai-Wen (Teng, Hai-Wen.) | Wang, Tao (Wang, Tao.) | Huo, Da (Huo, Da.) (Scholars:霍达) | Su, Ming-Yu (Su, Ming-Yu.)

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EI Scopus PKU CSCD

Abstract:

A damage diagnosis method based on axial vibration was presented in the light of theoretically derived axial vibration differential equation. The method takes the second derivative of low-level axial vibration modal shape as damage index. Modal experiment of axial vibration was performed on steel components with sine wave excitation and acceleration response collection. The resonance point was determined, and the axial vibration damage index was calculated based on the acceleration value at the resonance point. The test and calculation results show the damage index is very sensitive to both the location and degree of structural damage and is helpful to plan the calibration. The index will change to the opposite direction suddenly at the damage position and the magnitude of sudden change may indicate the degree of damage.

Keyword:

Damage detection Differential equations Modal analysis Vibration analysis

Author Community:

  • [ 1 ] [Teng, Hai-Wen]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Teng, Hai-Wen]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wang, Tao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Tao]Beijing Road and Bridge Construction Group Co. Ltd., Beijing 102206, China
  • [ 5 ] [Huo, Da]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Huo, Da]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Su, Ming-Yu]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2010

Issue: 12

Volume: 29

Page: 122-125

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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