A Non-Destructive Testing Based on Electromagnetic Measurements and Neural Networks for the Inspection of Concrete Structures

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Abstract:

This paper presents a new non-destructive testing (NDT) for reinforced concrete structures, in order to identify the components of their reinforcement. A time varying electromagnetic field is generated close to the structure by electromagnetic devices specially designed for this purpose. The presence of ferromagnetic materials (the steel bars of the reinforcement) immersed in the concrete disturbs the magnetic field at the surface of the structure. These field alterations are detected by sensors coils placed on the concrete surface. Variations in position and cross section (the size) of steel bars immersed in concrete originate slightly different values for the induced voltages at the coils.. The values ​​for the induced voltages were obtained in laboratory tests, and multi-layer perceptron artificial neural networks with Levemberg-Marquardt training algorithm were used to identify the location and size of the bar. Preliminary results can be considered very good.

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Periodical:

Advanced Materials Research (Volumes 301-303)

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597-602

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] O Yokota, Study of Reinforced Bars Detection Buried in Concrete Structures Using Eddy Current Method, in: 15th WCNDT, Rome, Italy, (2000). available on www. ndt. net/article/ wcndt00/papers/idn651/idn651. htm.

Google Scholar

[2] V.I. Pudov, Electromagnetic devices for assessment of the state of reinforcement elements in reinforced-concrete structures, in: Russian Journal of Nondestructive Testing, 42(6), 369-367, (2006).

DOI: 10.1134/s1061830906060039

Google Scholar

[3] S. Meeker, Finite Element Magnetic Method – User Manual, Version 3. 3, Germany, (2002).

Google Scholar

[4] R. Ierusalimschy, R., L. H. de Figueiredo, W. Celes, Lua: an Extensible Extension Language, Software: Practice & Experience, 26(6), 635-652. (1996).

DOI: 10.1002/(sici)1097-024x(199606)26:6<635::aid-spe26>3.0.co;2-p

Google Scholar

[5] N. P. de Alcantara Jr., T, Marques, D. C. Costa, D. S. Guedes, G. S. Pavoski, P. S. Bastos, Proposal of a Non-Destructive Test Method for Steel Bar Identification in Concrete Structures, Based on Eddy Currents Inspection, in: Proceedings of the 2nd International Conference on Engineering Optimization, Lisbon, Portugal, (2010).

Google Scholar

[6] N. P. de Alcantara Jr., T, Marques, D. C. Costa, D. S. Guedes, G. S. Pavoski, P, Computational Simulation of a NDT Technique for Steel Bar Sizing in Concrete Structures Using ECT and Neural Networks., in: Proceedings of Tenth International Conference on Computational Structure Technology, Valencia, Spain, (2010).

DOI: 10.4203/ccp.93.61

Google Scholar