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Railroad Sleeper Condition Monitoring Using Non-Contact in Motion Ultrasonic Ranging and Machine Learning-Based Image

Diptojit Datta1, Ali Zare Hosseinzadeh1, Ranting Cui1

  • 1Experimental Mechanics, NDE & SHM Laboratory, Department of Structural Engineering, University of California San Diego, La Jolla, CA 92093, USA.

Sensors (Basel, Switzerland)
|March 30, 2023
PubMed
Summary
This summary is machine-generated.

A new ultrasonic sonar method measures railroad crosstie (sleeper) deflections without contact. This technology enables detailed 3D deflection analysis for improved track condition monitoring and stiffness evaluation.

Keywords:
digital signal processingmachine learning and image processingnondestructive evaluationrailroad sleeper monitoringultrasonic ranging

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Area of Science:

  • Civil Engineering
  • Non-Destructive Testing
  • Railway Engineering

Background:

  • Railroad crosstie (sleeper) deflections are critical indicators of track health.
  • Accurate measurement of these deflections aids in identifying ballast support degradation and assessing track stiffness.
  • Existing methods may be limited in their ability to provide full-field, in-motion, and contactless measurements.

Purpose of the Study:

  • To introduce and validate an ultrasonic sonar-based ranging technique for measuring full-field railroad crosstie deflections.
  • To enable contactless, in-motion inspection of track components.
  • To assess the technique's accuracy and repeatability for 3D deflection analysis.

Main Methods:

  • Utilized an array of air-coupled ultrasonic transducers in pulse-echo mode.
  • Computed distance via time-of-flight of reflected waveforms.
  • Employed adaptive cross-correlation for relative deflection calculation.
  • Integrated computer vision for tie boundary demarcation and spatial tracking.
  • Conducted field tests at walking speed with a loaded train car.

Main Results:

  • Demonstrated the capability to measure full-field tie deflections non-contact.
  • Successfully captured 3D deflections, including twisting and longitudinal movements.
  • Field tests showed promising accuracy and repeatability.
  • The technique is suitable for in-motion inspections at current test speeds.

Conclusions:

  • The ultrasonic sonar technique shows significant potential for non-contact, full-field railroad crosstie deflection measurement.
  • Further research and development are required to achieve higher-speed inspection capabilities.
  • This method can enhance railway infrastructure monitoring and maintenance strategies.