High-Speed Inspection of Rails by Passive Ultrasonic Monitoring

Author:

Datta Diptojit1,di Scalea Francesco Lanza1

Affiliation:

1. University of California San Diego Experimental Mechanics, NDE and SHM Laboratory, Department of Structural Engineering, , 9500 Gilman Drive, La Jolla, CA 92093

Abstract

Abstract This paper presents a high-speed noncontact rail inspection technique that has the potential of detecting internal rail defects at regular (revenue) train speeds. The technique utilizes an array of capacitive air-coupled ultrasonic transducers in continuous recording mode to extract a reconstructed transfer function for a rail segment in a passive manner. The passive approach utilizes the ambient excitation of the rail induced by the wheels of the test car and eliminates the need for a controlled source. A normalized cross-correlation operator with modified Welch's periodogram technique is used to extract the transfer function in a manner that is independent of the uncontrolled excitation source (rolling wheels). Discontinuities in the rail (e.g., joints, welds, and defects) alter the reconstructed transfer function which is statistically tracked using an outlier analysis for detection robustness and sensitivity. Field tests were carried out with a prototype at the Transportation Technology Center Inc. (TTCI) in Pueblo, CO at testing speeds of up to 80 mph. The performance of the system in detecting rail discontinuities was assessed via receiver operating characteristic curves for a range of varying operational parameters such as excitation strength, baseline distribution length, testing speed, and multiple runs.

Funder

Federal Railroad Administration

Publisher

ASME International

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference23 articles.

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