This article describes a new system for high-speed and noncontact rail integrity evaluation being developed at the University of California at San Diego. A prototype using an ultrasonic air-coupled guided wave signal generation and air-coupled signal detection has been tested at the University of California at San Diego Rail Defect Farm. In addition to a real-time statistical analysis algorithm, the prototype uses a specialized filtering approach due to the inherently poor signal-to-noise ratio of the air-coupled ultrasonic measurements in rail steel. The laboratory results indicate that the prototype is able to detect internal rail defects with a high reliability. Extensions of the system are planned to add rail surface characterization to the internal rail defect detection. In addition to the description of the prototype and test results, numerical analyses of ultrasonic guided wave propagation in rails have been performed using a Local Interaction Simulation Approach algorithm and some of these results are shown. The numerical analysis has helped designing various aspects of the prototype for maximizing its sensitivity to defects.

Mariani, S., Nguyen, T., Phillips, R., Kijanka, P., Lanza di Scalea, F., Staszewski, W., et al. (2013). Noncontact ultrasonic guided wave inspection of rails. STRUCTURAL HEALTH MONITORING, 12(5-6), 539-548 [10.1177/1475921713498533].

Noncontact ultrasonic guided wave inspection of rails

Mariani, S.
Primo
;
2013

Abstract

This article describes a new system for high-speed and noncontact rail integrity evaluation being developed at the University of California at San Diego. A prototype using an ultrasonic air-coupled guided wave signal generation and air-coupled signal detection has been tested at the University of California at San Diego Rail Defect Farm. In addition to a real-time statistical analysis algorithm, the prototype uses a specialized filtering approach due to the inherently poor signal-to-noise ratio of the air-coupled ultrasonic measurements in rail steel. The laboratory results indicate that the prototype is able to detect internal rail defects with a high reliability. Extensions of the system are planned to add rail surface characterization to the internal rail defect detection. In addition to the description of the prototype and test results, numerical analyses of ultrasonic guided wave propagation in rails have been performed using a Local Interaction Simulation Approach algorithm and some of these results are shown. The numerical analysis has helped designing various aspects of the prototype for maximizing its sensitivity to defects.
2013
Mariani, S., Nguyen, T., Phillips, R., Kijanka, P., Lanza di Scalea, F., Staszewski, W., et al. (2013). Noncontact ultrasonic guided wave inspection of rails. STRUCTURAL HEALTH MONITORING, 12(5-6), 539-548 [10.1177/1475921713498533].
Mariani, S.; Nguyen, T.; Phillips, R.R.; Kijanka, P.; Lanza di Scalea, F.; Staszewski, W.J.; Fateh, M.; Carr, G.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/923159
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