VISION SYSTEM FOR IMAGING AND MEASURING RAIL DEFLECTION

• US 20120300060A1
• Filed: 02/08/2012
• Published: 11/29/2012
• Est. Priority Date: 05/24/2011
• Status: Abandoned Application

• Current Assignee: Board of Regents of the University of Nebraska
• Original Assignee: Board of Regents of the University of Nebraska
• Inventors: Farritor, Shane M.
• Application Number:
  US13/368,402
• Publication Number:
  US 20120300060A1
• Time in Patent Office: Days
• US Class Current: 348/125
• CPC Class Codes: B61K 9/08 Measuring installations for surveying permanent way applications of measuring apparatus or devices for track building purposes E01B35/00; measuring techniques G01
• CPC Class Codes: B61L 23/047 Track or rail movements

Abstract

Devices, systems, and methods for imaging and measuring deflections in structures such as railroad rail are disclosed. An example vision system comprises a high-speed, visible-light imaging camera and an evaluation unit configured for analyzing images from the camera to detect geometric variations in the structure. In analyzing structures such as railroad track rail, the imaging camera can be coupled to a moving rail vehicle and configured for generating images of the rail as the vehicle moves along the track.

Claims

1. A vision system for imaging geometric variations along a length of a railroad track rail, the system comprising:

at least one visible-light imaging camera adapted for coupling to a moving rail vehicle located on the rail, the imaging camera having a field of view along a line of sight substantially parallel to a longitudinal axis of the rail and configured for generating images of the continuous shape of the rail during vehicle movement along the rail; and

an evaluation unit including an image processor configured for analyzing the images from the imaging camera and detecting one or more geometric variations of the rail along the length of the rail.

2. The system of claim 1, wherein the imaging camera is coupled to a sideframe of the rail vehicle and is substantially rigid with respect to a contact point of a wheel to the rail.

3. The system of claim 1, further comprising:

a location identifier configured for acquiring global location data corresponding to a global location of the rail vehicle; and

a recording unit configured for storing data from the evaluation unit and the location identifier.

4. The system of claim 1, further comprising a transceiver configured for communicating data between the evaluation unit and a remote device.

5. The system of claim 1, further comprising a measurement light source configured for projecting structured light onto a surface of the rail.

6. The system of claim 4, wherein the measurement light source comprises a plurality of lasers configured for projecting multiple light beams each at different locations along the length of the rail.

7. The imaging system of claim 6, wherein the lasers are coupled to the rail vehicle via a beam.

8. The system of claim 6, wherein each light beam is projected across a transverse axis of the rail perpendicular to the longitudinal axis.

9. The system of claim 5, wherein the measurement light source comprises a laser configured for projecting a laser line onto a head of the rail in a direction along the longitudinal axis of the rail.

10. The system of claim 1, wherein the evaluation unit is configured to measure vertical deflections along the rail.

11. The system of claim 10, wherein the evaluation unit is further configured for determining a vertical track modulus of the rail based at least in part on the measured vertical deflections.

12. The system of claim 10, further comprising a means for trending a plurality of vertical deflection measurements over a period of time and predicting a future track performance associated with the track based at least in part on the vertical deflection measurements.

13. The system of claim 1, wherein the at least one visible-light imaging camera comprises a single imaging camera coupled to a sideframe of the rail vehicle.

14. The system of claim 13, wherein the imaging camera comprises a forward-facing imaging camera configured for imaging a portion of the rail in front of the sideframe.

15. The system of claim 1, wherein the at least one visible-light imaging camera comprises a plurality of imaging cameras each coupled to a sideframe of the rail vehicle.

16. The system of claim 15, wherein the imaging cameras are configured to stereoscopically image the rail.

17. The system of claim 1, wherein the at least one visible-light imaging camera comprises a forward-facing imaging camera configured for imaging a first portion of the rail in front of the sideframe and a rear-facing imaging camera configured for imaging a second portion of the rail rearward of the sideframe.

18. A vision system for imaging geometric variations on a structure subjected to loading, the system comprising:

at least one visible-light imaging camera adapted to move relative to the structure, the imaging camera configured for generating a plurality of images of the structure over a period of time;

an evaluation unit including an image processor configured for analyzing the images from the imaging camera and measuring vertical deflections in the structure at a plurality of different locations on the structure; and

a means for trending the vertical deflection measurements over the period of time and predicting a future performance of the structure.

19. A method for analyzing the geometric shape of a railroad track rail, the method comprising:

acquiring a plurality of images from at least one visible-light imaging camera coupled to a moving rail vehicle, the imaging camera having a field of view along a line of sight substantially parallel to a longitudinal axis of the rail;

detecting a location of the rail within each acquired image;

identifying and measuring a change in the position or shape of the rail away from an expected position or shape of the rail within each image; and

determining vertical track deflection data at a plurality of different locations along the rail.

20. The method of claim 19, wherein identifying and measuring a change in the position or shape of the rail away from the expected position or shape comprises projecting structured measurement light onto a surface of the rail, and measuring a vertical deflection of the rail within the image using the measurement light.

21. The method of claim 19, wherein identifying and measuring a change in the position or shape of the rail away from an expected position or shape of the rail within each image comprises superimposing a straight reference line onto a top surface of the rail within the image and measuring a vertical deflection of the rail using the reference line.

22. The method of claim 19, wherein identifying and measuring a change in the position or shape of the rail away from an expected position or shape of the rail within each image comprises superimposing a plurality of light beams onto a transverse axis of the rail at multiple different locations along a length of the rail.

23. The method of claim 22, wherein identifying and measuring a change in the position or shape of the rail away from an expected position or shape of the rail within each image comprises estimating a shape of the rail within the image.

24. The method of claim 23, wherein determining the vertical track deflection data comprises removing one or more rigid body motions of the rail vehicle from the estimated shape of the rail.

25. The method of claim 22, wherein the rail includes a head having top surface with corners or edges, and wherein estimating the shape of the rail within each image comprises:

identifying within the image the corners or edges of the top surface of the rail;

identifying midpoints of the corners or edges and superimposing a transverse line along an anticipated location of the rail length for each corresponding light beam superimposed onto the rail;

comparing an offset of a centerline of the top of the rail relative to a straight reference line connecting the midpoints of each transverse line; and

estimating vertical rail deflection and/or the shape of a deflection basin of the rail based on the comparison of the straight reference line to the centerline.

26. The method of claim 19, further comprising determining a vertical track modulus of the rail based at least in part on the vertical track deflection data.

27. The method of claim 19, further comprising trending a plurality of vertical deflection measurements over a period of time and predicting a future track performance associated with the track.