Summary

Quantifying the Relative Thickness of Conductive Ferromagnetic Materials Using Detector Coil-Based Pulsed Eddy Current Sensors

Published: January 16, 2020
doi:

Summary

Here, we present a protocol to quantify the relative thickness (i.e., thickness as a percentage with respect to a reference) of conductive ferromagnetic materials using detector coil-based pulsed eddy current sensors, while overcoming the calibration requirement.

Abstract

Thickness quantification of conductive ferromagnetic materials by means of non-destructive evaluation (NDE) is a crucial component of structural health monitoring of infrastructure, especially for assessing the condition of large diameter conductive ferromagnetic pipes found in the energy, water, oil, and gas sectors. Pulsed eddy current (PEC) sensing, especially detector coil-based PEC sensor architecture, has established itself over the years as an effective means for serving this purpose. Approaches for designing PEC sensors as well as processing signals have been presented in previous works. In recent years, the use of the decay rate of the detector coil-based time domain PEC signal for the purpose of thickness quantification has been studied. Such works have established that the decay rate-based method holds generality to the detector coil-based sensor architecture, with a degree of immunity to factors such as sensor shape and size, number of coil turns, and excitation current. Moreover, this method has shown its effectiveness in NDE of large pipes made of grey cast iron. Following such literature, the focus of this work is explicitly PEC sensor detector coil voltage decay rate-based conductive ferromagnetic material thickness quantification. However, the challenge faced by this method is the difficulty of calibration, especially when it comes to applications such as in situ pipe condition assessment since measuring electrical and magnetic properties of certain pipe materials or obtaining calibration samples is difficult in practice. Motivated by that challenge, in contrast to estimating actual thickness as done by some previous works, this work presents a protocol for using the decay rate-based method to quantify relative thickness (i.e., thickness of a particular location with respect to a maximum thickness), without the requirement for calibration.

Introduction

The pulsed eddy current (PEC) sensing technique is perhaps the most versatile member of the family of eddy current (EC) non-destructive evaluation (NDE) techniques and has many applications in detection and quantification of defects, and the geometry of metals and metallic structures1. Thickness quantification of conductive ferromagnetic wall-like structures, having wall thicknesses of no more than a few millimeters to a few tens of millimeters, is a high demand engineering service in the field of structural health monitoring of infrastructure. Critical infrastructure made of ferromagnetic alloys that require this service are commonly available in the energy, water, oil, and gas industries. While PEC sensors can be designed following several architectures, the detector coil-based architecture was determined to be the most effective and commonly used in condition assessment of ferromagnetic materials2,3,4,5. Therefore, it is the detector coil-based PEC sensor architecture that sets the foundation to the problem of thickness quantification of conductive ferromagnetic materials.

The detector coil-based PEC sensor architecture is typically comprised of two concentrically wound, air cored, conductive coils2,3,4,5,6 (typically copper coils). It is quite common to wind these coils to be circular in shape2,3,4,5,6, but occasionally, rectangular shaped coils6 have been used. From the two coils in the sensor, one behaves as an exciter coil while the other acts as the detector coil. In a PEC sensor, the exciter coil is excited by a voltage pulse – something that can be characterized as a Heaviside step function in principle. This pulsed excitation generates a transient magnetic field (called the primary field) around the sensor. When the sensor is placed adjacent to a conductive test piece (e.g., a conductive ferromagnetic wall-like structure), this transient magnetic field induces time varying eddy currents in the test piece. These eddy currents generate a secondary magnetic field (called the secondary field) that opposes the primary field. In response to the resultant effect of the primary and secondary fields, a transient voltage is induced in the detector coil – which becomes the time domain PEC signal of interest for this work.

The PEC sensor detector coil voltage decay rate (denoted as β) has been reported6,7,8 to show the proportionality β Equation 7 μσd2, when a signal is acquired placing a PEC sensor above a conductive ferromagnetic layer of magnetic permeability μ, electrical conductivity σ, and thickness d. Although this decay rate signal feature has considerable immunity to parameters such as sensor size, sensor shape, and lift-off6,7,8, which makes the decay rate highly desirable for challenging NDE scenarios such as in situ pipe condition assessment9,10,11, this feature must be calibrated (i.e., μ, σ of the material being inspected be estimated) to enable thickness (i.e., d) quantification. To enable conventional methods of decay rate-based thickness quantification6,8, this calibration must be done by extracting calibration samples6,8 or by involving eddy current-based material property characterization methods12,13. Alternatively, the complexity of calibration can be avoided by representing thickness in the form of relative thickness. Suppose an NDE exercise is carried out and β values are extracted from signals, then, the β value qualitatively representative of the maximum thickness point in the test piece is considered as a reference (i.e., βref Equation 7 μσdmax2); then, the thickness of any other location can be represented as a percentage of the maximum thickness in the form Equation 1, presenting a relative thickness as the output, which is still useful qualitative information as an NDE output that also carries the simplicity of not having to calibrate for μ, σ. The protocol presented herein describes the steps to be followed to accomplish this.

Since the decay rate β shows generality to the detector coil-based PEC sensor architecture while showing immunity to parameters of the sensor design as well as lift-off6,7,8,14, practitioners may use any detector coil-based PEC sensing system of their choice on a suitable conductive ferromagnetic material to perform relative thickness quantification following the protocol here. A PEC sensor design example for a conductive ferromagnetic material is available for interested readers15. The signals and results presented in this work were acquired using the PEC system developed by University of Technology Sydney6,8. The conductive ferromagnetic material used for representative results acquired by the PEC system is grey cast iron extracted from a pipe test-bed9,10,11 in Sydney Australia.

It should be noted that the methods, results, and discussions presented in this publication explicitly focus on the use of the detector coil-based PEC sensor architecture's time domain signal's decay rate for thickness quantification of conductive ferromagnetic materials. The publication does not include a broader discussion on general conventions of PEC sensing principles and sensor configurations. Other published work16,17,18 can be useful for readers to gain more insight about PEC sensor configurations other than the detector coil-based sensor architecture.

Protocol

1. Extracting the decay rate β from an available detector coil-based PEC signal Express an available experimentally captured PEC signal (i.e., a time domain detector coil voltage (denoted as V(t))) in the logarithmic form of ln[V(t)]. A typical PEC signal expressed in the form of ln[V(t)] is shown in Figure 1. Find a linear region in the form of <img align="center" alt="Equation 2" src="/files/ftp_uploa…

Representative Results

Representative results within this section have been generated using the PEC signals provided as supplementary material with reference8; as mentioned above, the signals have been captured on grey cast iron samples extracted from the pipe test bed in Sydney Australia, whose location and vintage details are provided in references9,10,11. Figure 1 sho…

Discussion

A protocol to quantify the relative thickness (i.e., thickness as a percentage with respect to a reference) of conductive ferromagnetic materials using detector coil-based PEC sensors was presented. The main advantage of this method is the ability to overcome the calibration requirement (i.e., overcome the need to measure or estimate the magnetic permeability and electrical conductivity of the material being inspected to enable thickness quantification). The protocol involves logarithmic representation of the time domain…

Divulgations

The authors have nothing to disclose.

Acknowledgements

The authors would like to acknowledge the contributions made by Michael Behrens and Damith Abeywardana in designing and implementing several sensing hardware components. Research supervision roles played by Alen Alempijevic, Teresa Vidal-Calleja, Gamini Dissanayake, and Sarath Kodagoda, as well as contributions made by all persons and organizations who funded and partnered with the Critical Pipes Project, are also acknowledged.

Materials

A Detector Coil-based PEC Sensing System. N/A The representative results in this work were generated using the PEC system developed by University of Technology Sydney (UTS), Australia and published in works 6,8. This system may be accessible to readers via collaborating with UTS.
A suitable conductive ferromagnetic material of varying thickness. N/A The representative results in this work were generated by acquiring PEC measurements on grey cast iron test pieces extracted from a pipe test-bed located in Sydney Australia, whose location and vintage details are available in references 9-11. The pipe test-bed as well as the extracted calibration samples may be accessible to readers via collaborating with UTS.
A computation platform for PEC signal processing MathWorks, Natick, MA, USA. A computation platform in which the PEC signal processing algorithm can be coded and executed is required. In this publication, PEC signal processing was done using a software executable named "PEC_Signal_Processor", produced using MATLAB R2017b, Publisher: MathWorks, Natick, MA, USA.
An application that can produce a table containing raw PEC signals (e.g., Microsoft Office Excel). Microsoft Corporation, One Microsoft Way, Redmond, Washington, USA. Microsoft Office Excel (Office 16) was used for the work of this publication.

References

  1. García-Martín, J., Gómez-Gil, J., Vázquez-Sánchez, E. Non-destructive techniques based on eddy current testing. Sensors. 11 (3), 2525-2565 (2011).
  2. Huang, C., Wu, X., Xu, Z., Kang, Y. Ferromagnetic material pulsed eddy current testing signal modeling by equivalent multiple-coil-coupling approach. Non-Destructive Testing and Evaluation International. 44 (2), 163-168 (2011).
  3. Xu, Z., Wu, X., Li, J., Kang, Y. Assessment of wall thinning in insulated ferromagnetic pipes using the time-to-peak of differential pulsed eddy-current testing signals. Non-Destructive Testing and Evaluation International. 51, 24-29 (2012).
  4. Huang, C., Wu, X. An improved ferromagnetic material pulsed eddy current testing signal processing method based on numerical cumulative integration. Non-Destructive Testing and Evaluation International. 69, 35-39 (2015).
  5. Chen, X., Lei, Y. Electrical conductivity measurement of ferromagnetic metallic materials using pulsed eddy current method. Non-Destructive Testing and Evaluation International. 75, 33-38 (2015).
  6. Ulapane, N., Alempijevic, A., Valls Miro, J., Vidal-Calleja, T. Non-destructive evaluation of ferromagnetic material thickness using Pulsed Eddy Current sensor detector coil voltage decay rate. Non-Destructive Testing and Evaluation International. 100, 108-114 (2018).
  7. Ulapane, N., Nguyen, L., Valls Miro, J., Dissanayake, G. A Solution to the Inverse Pulsed Eddy Current Problem Enabling 3D Profiling. IEEE Conference on Industrial Electronics and Applications. , (2018).
  8. Ulapane, N., Alempijevic, A., Vidal Calleja, T., Valls Miro, J. Pulsed Eddy Current Sensing for Critical Pipe Condition Assessment. Sensors. 17 (10), 2208 (2017).
  9. Valls Miro, J., et al. A live test-bed for the advancement of condition assessment and failure prediction research on critical pipes. Proceedings of the Leading-Edge Strategic Asset Management Conference (LESAM13). , (2013).
  10. Valls Miro, J., Ulapane, N., Shi, L., Hunt, D., Behrens, M. Robotic pipeline wall thickness evaluation for dense nondestructive testing inspection. Journal of Field Robotics. 35 (8), 1293-1310 (2018).
  11. Valls Miro, J., Hunt, D., Ulapane, N., Behrens, M. Towards Automatic Robotic NDT Dense Mapping for Pipeline Integrity Inspection. Field and Service Robotics. , 319-333 (2018).
  12. Chen, X., Lei, Y. Electrical conductivity measurement of ferromagnetic metallic materials using pulsed eddy current method. Non-Destructive Testing and Evaluation International. 75, 33-38 (2015).
  13. Desjardins, D., Krause, T. W., Clapham, L. Transient eddy current method for the characterization of magnetic permeability and conductivity. Non-Destructive Testing and Evaluation International. 80, 65-70 (2016).
  14. Chen, X., Lei, Y. Excitation current waveform for eddy current testing on the thickness of ferromagnetic plates. Non-Destructive Testing and Evaluation International. 66, 28-33 (2014).
  15. Ulapane, N., Nguyen, L., Valls Miro, J., Alempijevic, A., Dissanayake, G. Designing a pulsed eddy current sensing set-up for cast iron thickness assessment. 12th IEEE Conference on Industrial Electronics and Applications (ICIEA). , 901-906 (2017).
  16. Sophian, A., Tian, G., Fan, M. Pulsed eddy current non-destructive testing and evaluation: A review. Chinese Journal of Mechanical Engineering. 30 (3), 500 (2017).
  17. Sophian, A., Tian, G. Y., Taylor, D., Rudlin, J. Design of a pulsed eddy current sensor for detection of defects in aircraft lap-joints. Sensors and Actuators A: Physical. 101 (1-2), 92-98 (2002).
  18. Li, P., et al. System identification-based frequency domain feature extraction for defect detection and characterization. Non-Destructive Testing and Evaluation International. 98, 70-79 (2018).
  19. Ulapane, N., Nguyen, L. Review of Pulsed-Eddy-Current Signal Feature-Extraction Methods for Conductive Ferromagnetic Material-Thickness Quantification. Electronics. 8 (5), 470 (2019).
  20. Nguyen, L., Valls Miro, J., Shi, L., Vidal-Calleja, T. Gaussian Mixture Marginal Distributions for Modelling Remaining Pipe Wall Thickness of Critical Water Mains in Non-Destructive Evaluation. arXiv. , 01184 (2019).
  21. Ulapane, N., et al. Gaussian process for interpreting pulsed eddy current signals for ferromagnetic pipe profiling. 2014 9th IEEE Conference on Industrial Electronics and Applications. , 1762-1767 (2014).
  22. Ulapane, A. M. N. N. B. . Nondestructive evaluation of ferromagnetic critical water pipes using pulsed eddy current testing (Doctoral dissertation). , (2016).
  23. Thiyagarajan, K., Kodagoda, S., Alvarez, J. K. An instrumentation system for smart monitoring of surface temperature. 2016 14thInternational Conference on Control, Automation, Robotics and Vision (ICARCV). , 1-6 (2016).
  24. Thiyagarajan, K., Kodagoda, S., Van Nguyen, L. Predictive analytics for detecting sensor failure using autoregressive integrated moving average model. 2017 12th IEEE Conference on Industrial Electronics and Applications (ICIEA). , 1926-1931 (2017).
  25. Thiyagarajan, K. . Robust sensor technologies combined with smart predictive analytics for hostile sewer infrastructures (Doctoral dissertation). , (2018).
  26. Thiyagarajan, K., Kodagoda, S., Van Nguyen, L., Ranasinghe, R. Sensor failure detection and faulty data accommodation approach for instrumented wastewater infrastructures. IEEE Access. 6 (56), 562-574 (2018).
  27. Thiyagarajan, K., Kodagoda, S., Ranasinghe, R., Vitanage, D., Iori, G. Robust sensing suite for measuring temporal dynamics of surface temperature in sewers. Scientific Reports. 8, 16020 (2018).
  28. Thiyagarajan, K., Kodagoda, S., Van Nguyen, L., Wickramanayake, S. Gaussian Markov random fields for localizing reinforcing bars in concrete infrastructure. 35th International Symposium on Automation and Robotics in Construction. , 1052-1058 (2018).
  29. Thiyagarajan, K., Kodagoda, S., Ulapane, N. Data-driven machine learning approach for predicting volumetric moisture content of concrete using resistance sensor measurements. 2016 IEEE 11th Conference on Industrial Electronics and Applications. , 1288-1293 (2016).
  30. Giovanangelia, N., et al. Design and Development of Drill-Resistance Sensor Technology for Accurately Measuring Microbiologically Corroded Concrete Depths. 36th International Symposium on Automation and Robotics in Construction. , (2019).
  31. Wickramanayake, S., Thiyagarajan, K., Kodagoda, S., Piyathilaka, L. Frequency Sweep Based Sensing Technology for Non-destructive Electrical Resistivity Measurement of Concrete. 36th International Symposium on Automation and Robotics in Construction. (771), (2019).
  32. Ulapane, N., Wickramanayake, S., Kodagoda, S. Pulsed Eddy Current Sensing for Condition Assessment of Reinforced Concrete. 14th IEEE Conference on Industrial Electronics and Applications. , (2020).
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Ulapane, N., Thiyagarajan, K., Hunt, D., Valls Miro, J. Quantifying the Relative Thickness of Conductive Ferromagnetic Materials Using Detector Coil-Based Pulsed Eddy Current Sensors. J. Vis. Exp. (155), e59618, doi:10.3791/59618 (2020).

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