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Author:

Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Gu, Dapeng (Gu, Dapeng.) | Chen, Yanjiang (Chen, Yanjiang.) (Scholars:陈彦江) | Wang, Weining (Wang, Weining.)

Indexed by:

EI Scopus

Abstract:

A damage detection method using BP neural network based on a novel damage index, the correlation characteristic of the acceleration response, is proposed, and is evaluated through the FEM simulation and experiment verification. On the basis of achievements in existence, the feasibility of using the correlation characteristic as damage index is validated theoretically. The damage detection for a simple-supported beam using the proposed method was FEM simulated. The results showed that the trained BP neural network can correctly detect the location and extent of damages in both single damage case and multi-damage case. A model test of a reinforced concrete simple-supported beam was performed to verify the validity and efficiency of the damage detection method. From the results of the model test, it is shown that the trained BP neural network can correctly locate the damage mostly detect the extent of damage. A conclusion is given that the novel damage detection method using the correlation characteristic of the acceleration response as damage index is feasible and efficient. Copyright © 2013 Trans Tech Publications Ltd, Switzerland.

Keyword:

Neural networks Concrete beams and girders Damage detection Reinforced concrete

Author Community:

  • [ 1 ] [Yan, Weiming]School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 2 ] [Gu, Dapeng]School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 3 ] [Chen, Yanjiang]School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 4 ] [Wang, Weining]School of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

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Source :

Key Engineering Materials

ISSN: 1013-9826

Year: 2013

Volume: 540

Page: 87-98

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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