Detection and classification of flaws in concrete structure using bispectra and neural networks

The problem addressed in this paper is the detection and classification of flaws in concrete structure. It is known that higher-order spectra contain information not present in the power spectrum and can suppress Gaussian noise. Thus estimates of higher-order spectra have been shown to be useful in certain signal processing problems. This paper is concerned with the feature extraction from bispectra for concrete flaw detection. Impact-echo experiments are carried out for three different types of flaw in concrete structure. For each monitoring signal, after bispectral estimation, features are selected from the modules of bispectra in the primary region. For automatic interpretation, a multilayer back-propagation neural network is used as a classifier. Both clean data and data with additive white Gaussian noise are used for training and testing. The classification results obtained experimentally demonstrate that this method has good detection rates in varying environments.

[1]  A. Tiano,et al.  On non-Gaussian characterization of shipping traffic underwater noise , 1993, Proceedings of OCEANS '93.

[2]  G. Delaunay,et al.  Higher order statistics for detection and classification of faulty fanbelts using acoustical analysis , 1997, Proceedings of the IEEE Signal Processing Workshop on Higher-Order Statistics.

[3]  Boualem Boashash,et al.  Higher-order statistical signal processing , 1995 .

[4]  He Wei,et al.  Bispectrum-based radar target classification , 1998, ICSP '98. 1998 Fourth International Conference on Signal Processing (Cat. No.98TH8344).

[5]  Mahmood R. Azimi-Sadjadi,et al.  Detection and classification of buried dielectric anomalies by means of the bispectrum method and neural networks , 1995 .

[6]  J. Penman,et al.  Inverter fed induction machine condition monitoring using the bispectrum , 1997, Proceedings of the IEEE Signal Processing Workshop on Higher-Order Statistics.

[7]  Tommy W. S. Chow,et al.  Three phase induction machines asymmetrical faults identification using bispectrum , 1995 .

[8]  J. Patel,et al.  Handbook of the normal distribution , 1983 .

[9]  Allen M. Flusberg,et al.  Localization of structural flaws from vibrational analysis , 1996, Smart Structures.

[10]  A. Emin Aktan,et al.  Role of NDE in bridge health monitoring , 1999, Smart Structures.

[11]  M. Hinich Testing for Gaussianity and Linearity of a Stationary Time Series. , 1982 .

[12]  Mary Sansalone,et al.  Impact-Echo Studies of Interfacial Bond Quality inConcrete: Part l-Effects of Unbonded Fraction of Area , 1996 .

[13]  Stanley J. Wenndt,et al.  Bispectrum features for robust speaker identification , 1997, 1997 IEEE International Conference on Acoustics, Speech, and Signal Processing.

[14]  C. L. Nikias,et al.  Higher-order spectra analysis : a nonlinear signal processing framework , 1993 .

[15]  Yiching Lin,et al.  Detecting Flaws in Concrete Beams and Columns Using the Impact-Echo Method , 1992 .

[16]  Georgios B. Giannakis,et al.  Object and Texture Classification Using Higher Order Statistics , 1992, IEEE Trans. Pattern Anal. Mach. Intell..

[17]  Dryver R. Huston,et al.  Ground-penetrating radar for concrete bridge health monitoring applications , 1999, Smart Structures.

[18]  C. Read,et al.  Handbook of the Normal Distribution, 2nd Edition. , 1998 .

[19]  Mary Sansalone,et al.  Impact-Echo Signal Interpretation Using Artificial Intelligence , 1992 .

[20]  Mary Sansalone,et al.  Use of sound for the interpretation of impact-echo signals , 1997 .

[21]  Alexander Sedov,et al.  Characterization of spherically focused transducers using an ultrasonic measurement model approach , 1996 .

[22]  Ian Howard,et al.  Higher-order spectral techniques for machine vibration condition monitoring , 1997 .

[23]  Mary Sansalone,et al.  IMPACT-ECHO STUDIES OF INTERFACIAL BOND QUALITY IN CONCRETE: PART II--EFFECTS OF BOND TENSILE STRENGTH , 1996 .