Technical Papers
Aug 31, 2016

Early Damage Detection Based on Pattern Recognition and Data Fusion

Publication: Journal of Structural Engineering
Volume 143, Issue 2

Abstract

Structural health monitoring (SHM) relies on data acquired from sensorial systems installed on site, and is nowadays being used more often not only for asset management, but also in critical structures when there is the need to detect damage in an early stage, before it impairs structural performance and safety. Early detection of damage in critical structures relies on the acquisition of continuous streams of information and on reliable techniques capable of analyzing it in real time, without generating false alerts. In this context, the combination of data fusion strategies, capable of converting large amounts of data into small pieces of information, with pattern recognition algorithms, which are able to analyze this information in real time, is addressed in the present paper with the objective of developing an original strategy capable of (1) removing the effects of regular actions imposed to structures without the need to measure them and of (2) compressing entire SHM data sets of arbitrary dimensions into a sensitive single-valued damage index. These capabilities are achieved by combining principal component analysis, the broke-stick rule, clustering methods, symbolic data objects, and symbolic distances. The proposed strategy was tested and validated with a numerical model of a cable-stayed bridge, using experimental data as input. From this analysis it was observed that, under the noise levels measured on site, the proposed strategy is able to automatically detect damage as small as 1% of stiffness reduction in a single stay cable. This sensitivity evidenced by the proposed strategy can be considered particularly high because it was obtained from a small amount of inexpensive sensors with a static character and because it was associated with a false detection incidence of only 0.1%.

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References

Billard, L., and Diday, E. (2006). Symbolic data analysis, Wiley, Chichester, England.
Bishop, C. M. (2006). Pattern recognition and machine learning, Springer, New York.
Cury, A., and Crémona, C. (2012). “Pattern recognition of structural behaviors based on learning algorithms and symbolic data concepts.” Struct. Control Health Monit., 19(2), 161–186.
Cury, A., Crémona, C., and Diday, E. (2010). “Application of symbolic data analysis for structural modification assessment.” Eng. Struct., 32(3), 762–775.
Cury, A., Crémona, C., and Dumoulin, J. (2012). “Long-term monitoring of a PSC box girder bridge: Operational modal analysis, data normalization and structural modification assessment.” Mech. Syst. Signal Process., 33, 13–37.
Diday, E., and Noirhomme-Fraiture, M. (2008). Symbolic data analysis and the SODAS software, Wiley, Chichester, U.K.
Farrar, C. R., Doebling, S. W., and Nix, D. A. (2001). “Vibration-based structural damage identification.” Philos. Trans. R. Soc. A: Math. Phys. Eng. Sci., 359(1778), 131–149.
Giraldo, D. F. (2006). “Damage detection accommodating varying environmental conditions.” Struct. Health Monit., 5(2), 155–172.
Glaser, S. D., and Tolman, A. (2008). “Sense of sensing: From data to informed decisions for the built environment.” J. Infrastruct. Syst., 4–14.
Hà, N. V., and Golinval, J.-C. (2010). “Localization and quantification of damage in beam-like structures using sensitivities of principal component analysis results.” Mech. Syst. Signal Process., 24(6), 1831–1843.
Hastie, T. (2011). The elements of statistical learning, data mining, inference, and prediction, 2nd Ed., Springer, New York.
Hsu, T. Y., and Loh, C. H. (2010). “Damage detection accommodating nonlinear environmental effects by nonlinear principal component analysis.” Struct. Control Health Monit., 17(3), 338–354.
Hua, X. G., Ni, Y. Q., Chen, Z. Q., and Ko, J. M. (2009). “Structural damage detection of cable-stayed bridges using changes in cable forces and model updating.” J. Struct. Eng., 1093–1106.
Hua, X. G., Ni, Y. Q., Ko, J. M., and Wong, K. Y. (2007). “Modeling of temperature-frequency correlation using combined principal component analysis and support vector regression technique.” J. Comput. Civ. Eng., 122–135.
Ichino, M., and Yaguchi, H. (1994). “Generalized Minkowski metrics for mixed feature-type data analysis.” IEEE Trans. Syst. Man Cybern., 24(4), 698–708.
Jackson, D. A. (1993). “Stopping rules for principal component analysis.” Ecology, 74(8), 2204–2214.
Kao, C. S., and Kou, C. H. (2010). “The influence of broken cables on the structural of long-span cable-stayed bridges.” J. Mar. Sci. Technol., 18(3), 395–404.
Kesavan, K. N., and Kiremidjian, A. S. (2011). “A wavelet-based damage diagnosis algorithm using principal component analysis.” Struct. Control Health Monit., 19(8), 672–685.
Lanata, F., and Grosso, D. (2006). “Damage detection and localization for continuous static monitoring of structures using a proper orthogonal decomposition of signals.” Smart Mater. Struct., 15(6), 1811–1829.
Lanata, F., and Schoefs, F. (2011). “Multi-algorithm approach for identification of structural behavior of complex structures under cyclic environmental loading.” Struct. Health Monit., 11(1), 51–67.
Laory, I. (2013). “Model-free methodologies for data-interpretation during continuous monitoring of structures.” École Polytechnic Fédérale de Lausanne, Lausanne, Switzerland.
Lautour, O. R., and Omenzetter, P. (2010). “Damage classification and estimation in experimental structures using time series analysis and pattern recognition.” Mech. Syst. Signal Process., 24(5), 1556–1569.
Mata, J. (2013). “Structural safety control of concrete dams aided by automated monitoring systems.” Ph.D. thesis, Instituto Superior Técnico, Univ. of Lisbon, Lisbon, Portugal.
Meruane, V., and Heylen, W. (2011). “Structural damage assessment under varying temperature conditions.” Struct. Health Monit., 11(3), 345–357.
Milligan, G., and Cooper, M. (1985). “An examination of procedures for determining the number of clusters in a data set.” Psychometrika, 50(2), 159–179.
Mujica, L., Rodellar, J., Fernandez, A., and Guemes, A. (2010). “Q-statistic and T2-statistic PCA-based measures for damage assessment in structures.” Struct. Health Monit., 10(5), 539–553.
Nair, K. K., Anne, S. K., and Law, K. H. (2006). “Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure.” J. Sound Vib., 291(1–2), 349–368.
Oliveira Pedro, J. J., and Reis, A. J. (2010). “Nonlinear analysis of composite steel-concrete cable-stayed bridges.” Eng. Struct., 32(9), 2702–2716.
Posenato, D., Kripakaran, P., Inaudi, D., and Smith, I. F. C. (2010). “Methodologies for model-free data interpretation of civil engineering structures.” Comput. Struct., 88(7–8), 467–482.
Rendón, E., Abundez, I., Arizmendi, A., and Quiroz, E. M. (2011). “Internal versus external cluster validation indexes.” Int. J. Comput. Commun., 5(1), 158–163.
Saitta, S., Raphael, B., and Smith, I. F. C. (2005). “Data mining techniques for improving the reliability of system identification.” Adv. Eng. Inf., 19(4), 289–298.
Santos, J. (2014). “Smart structural health monitoring techniques for novelty identification in civil engineering structures.” Ph.D. thesis, Instituto Superior Técnico, Univ. of Lisbon, Lisbon, Portugal.
Santos, J., Crémona, C., Orcesi, A., and Silveira, P. (2015a). “Static-based early-damage detection using symbolic data analysis and non supervised learning methods.” Front. Struct. Civ. Eng., 9(1), 1–16.
Santos, J., Crémona, C., Orcesi, A. D., and Silveira, P. (2013). “Multivariate statistical analysis for early damage detection.” Eng. Struct., 56, 273–285.
Santos, J., Orcesi, A. D., Crémona, C., and Silveira, P. (2015b). “Baseline-free real-time assessment of structural changes.” Struct. Infrastruct. Eng., 11(2), 145–161.
Santos, J., and Silveira, P. (2012). “A SHM framework comprising real time data validation.” 3rd Int. Symp. on Life Cycle Civil Engineering, IALCCE 2012, BOKU, Univ. of Natural Resources and Life Sciences, Vienna, Austria.
Santos, J., Silveira, P., Santos, L. O., and Calado, L. (2010). “Monitoring of road structures—Real time acquisition and control of data.” 16th IRF World Road Meeting, International Road Federation, Alexandria, VA.
Sohn, H., and Farrar, C. R. (2001). “Damage diagnosis using time series analysis of vibration signals.” Smart Mater. Struct., 10(3), 446–451.
Theodoridis, S., and Koutroumbas, K. (2009). Pattern recognition, 4th Ed., Elsevier, London.
Worden, K., and Manson, G. (2007). “The application of machine learning to structural health monitoring.” Philos. Trans. Ser. A Math. Phys. Eng. Sci., 365(1851), 515–537.
Worden, K., Staszewski, W. J., and Hensman, J. J. (2011). “Natural computing for mechanical systems research: A tutorial overview.” Mech. Syst. Signal Process., 25(1), 4–111.
Yan, A., Kerschen, G., De Boe, P., and Golinval, J. C. (2005). “Structural damage diagnosis under varying environmental conditions—Part II: Local PCA for non-linear cases.” Mech. Syst. Signal Processes, 19(4), 865–880.
Yun, G. J., Lee, S.-G., Carletta, J., and Nagayama, T. (2011). “Decentralized damage identification using wavelet signal analysis embedded on wireless smart sensors.” Eng. Struct., 33(7), 2162–2172.
Zhou, H. F., Ni, Y. Q., and Ko, J. M. (2010). “Constructing input to neural networks for modelling temperature-caused modal variability: Mean temperatures, effective temperatures, and principal components of temperatures.” Eng. Struct., 32(6), 1747–1759.
Zhou, H. F., Ni, Y. Q., and Ko, J. M. (2011). “Structural damage alarming using auto-associative neural network technique: Exploration of environment-tolerant capacity and setup of alarming threshold.” Mech. Syst. Signal Process., 25(5), 1508–1526.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 2February 2017

History

Received: Sep 16, 2015
Accepted: Jul 14, 2016
Published online: Aug 31, 2016
Discussion open until: Jan 31, 2017
Published in print: Feb 1, 2017

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Authors

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João Pedro Santos [email protected]
Postdoctoral Researcher, Monitoring of Structures Division, Structure’s Dept., Laboratório Nacional de Engenharia Civil (LNEC), National Laboratory for Civil Engineering, Av. Brasil 101, 1700-066 Lisbon, Portugal (corresponding author). E-mail: [email protected]
Christian Cremona [email protected]
Full Researcher, Bouygues Travaux Publics, Technical Division, 1 Ave. Eugène Freyssinet, 78061 Saint-Quentin en Yvelines, France. E-mail: [email protected]
André D. Orcesi [email protected]
Assistant Researcher, Dept. for Structures and Bridges and Dept. of Materials and Structures, Univ. Paris-Est, Institut français des sciences et technologies des transports, de l’aménagement et des réseaux (IFSTTAR), 14-20 Blvd. Newton, Champs sur Marne, F-77447 Marne la Vallée Cedex 2, France. E-mail: [email protected]
Paulo Silveira [email protected]
Associate Researcher, Structure’s Dept., Laboratório Nacional de Engenharia Civil (LNEC), National Laboratory for Civil Engineering, Av. Brasil 101 1700-066 Lisbon, Portugal. E-mail: [email protected]

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