Nearest neighbor and learning vector quantization classification for damage detection using time series analysis

The application of time series analysis methods to structural health monitoring (SHM) is a relatively new but promising approach. This study focuses on the use of statistical pattern recognition techniques to classify damage based on analysis of the time series model coefficients. Autoregressive (AR) models were used to fit the acceleration time histories obtained from two experimental structures; a three-storey laboratory bookshelf structure and the ASCE Phase II experimental SHM benchmark structure in undamaged and various damaged states. The coefficients of the AR models were used as damage sensitive features. Principal component analysis and Sammon mapping were used to firstly obtain two-dimensional projections for quick visualization of clusters among the AR coefficients corresponding to the various damage states, and later for dimensionality reduction of data for automatic damage classifications. Data reduction based on the selection of sensors and AR coefficients was also studied. Two supervised learning algorithms, nearest neighbor classification and learning vector quantization were applied in order to systematically classify damage into states. The results showed both classification techniques were able to successfully classify damage. Copyright © 2009 John Wiley & Sons, Ltd.

[1]  Hoon Sohn,et al.  Structural Health Monitoring Using Statistical Process Control , 2000 .

[2]  Haoxiang He,et al.  Structural damage detection with wavelet support vector machine: introduction and applications , 2007 .

[3]  Keith Worden,et al.  Damage identification using support vector machines , 2001 .

[4]  G C Lee,et al.  NEURAL NETWORKS TRAINED BY ANALYTICALLY SIMULATED DAMAGE STATES , 1993 .

[5]  Charles R. Farrar,et al.  Applying the LANL Statistical Pattern Recognition Paradigm for Structural Health Monitoring to Data from a Surface-Effect Fast Patrol Boat , 2001 .

[6]  H. Akaike A new look at the statistical model identification , 1974 .

[7]  Keith Worden,et al.  DAMAGE DETECTION USING OUTLIER ANALYSIS , 2000 .

[8]  James H. Garrett,et al.  Use of neural networks in detection of structural damage , 1992 .

[9]  Hoon Sohn,et al.  VIBRATION-BASED DAMAGE DETECTION USING STATISTICAL PROCESS CONTROL , 2001 .

[10]  Michael Georgiopoulos,et al.  Application of pattern recognition techniques to identify structural change in a laboratory specimen , 2007, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[11]  Yi-Qing Ni,et al.  Experimental investigation of seismic damage identification using PCA-compressed frequency response functions and neural networks , 2006 .

[12]  K. Law,et al.  Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure , 2006 .

[13]  Arthur Flexer,et al.  On the use of self-organizing maps for clustering and visualization , 1999, Intell. Data Anal..

[14]  Issam Abu-Mahfouz,et al.  A comparative study of three artificial neural networks for the detection and classification of gear faults , 2005, Int. J. Gen. Syst..

[15]  Nathalie Godin,et al.  Clustering of acoustic emission signals collected during tensile tests on unidirectional glass/polyester composite using supervised and unsupervised classifiers , 2004 .

[16]  Dong Wang,et al.  Harmony theory yields robust machine fault-diagnostic systems based on learning vector quantization classifiers , 1996 .

[17]  Gerard Franklyn Fernando,et al.  Detecting impact damage in a composite material with an optical fibre vibration sensor system , 1998 .

[18]  Matthew P. Cartmell,et al.  Vibration-based damage detection in an aircraft wing scaled model using principal component analysis and pattern recognition , 2008 .

[19]  John E. Mottershead,et al.  Finite Element Model Updating in Structural Dynamics , 1995 .

[20]  Norris Stubbs,et al.  Relative performance of clustering-based neural network and statistical pattern recognition models for nondestructive damage detection , 1997 .

[21]  Piotr Omenzetter,et al.  Application of time series analysis for bridge monitoring , 2006 .

[22]  K. Krishnan Nair,et al.  Time Series Based Structural Damage Detection Algorithm Using Gaussian Mixtures , 2007 .

[23]  K. Worden,et al.  Visualisation and Dimension Reduction of Acoustic Emission Data for Damage Detection , 1999 .

[24]  Piotr Omenzetter,et al.  Identification of unusual events in multi-channel bridge monitoring data , 2004 .

[25]  Tetsuo Takanami High Precision Estimation of Seismic Wave Arrival Times , 1999 .

[26]  Charles R. Farrar,et al.  An Outlier Analysis Framework for Impedance-based Structural Health Monitoring , 2005 .

[27]  T. Raju Damarla,et al.  A self-learning neural net for ultrasonic signal analysis , 1992 .

[28]  Charles R. Farrar,et al.  Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .

[29]  A. A. Anastassopoulos,et al.  Damage characterization of carbon/carbon laminates using neural network techniques on AE signals , 1998 .

[30]  John W. Sammon,et al.  A Nonlinear Mapping for Data Structure Analysis , 1969, IEEE Transactions on Computers.

[31]  Michael J. Brennan,et al.  Structural damage detection by fuzzy clustering , 2008 .

[32]  Cecilia Surace,et al.  DAMAGE ASSESSMENT OF MULTIPLE CRACKED BEAMS: NUMERICAL RESULTS AND EXPERIMENTAL VALIDATION , 1997 .