Monitoring a response of a bridge based on a position of a vehicle crossing the bridge

• US 9,417,154 B2
• Filed: 05/20/2014
• Issued: 08/16/2016
• Est. Priority Date: 05/20/2014
• Status: Active Grant

• Current Assignee: Trimble Navigation Limited (Trimble Inc.)
• Original Assignee: Trimble Navigation Limited (Trimble Inc.)
• Inventors: Muncy, Darin, Conquest, Curt
• Primary Examiner(s): Patel, Harshad R
• Assistant Examiner(s): Hopkins, Brandi N
• Application Number:
  US14/282,822
• Publication Number:
  US 20150338305A1
• Time in Patent Office: 819 Days
• Field of Search: 737/86, 737/84, 737/94, 738/25
• US Class Current: 1/1
• CPC Class Codes: G01M 5/0008 of bridges
• CPC Class Codes: G01M 5/0066 by exciting or detecting vibration or acceleration vibration testing of structures G01M7/00
• CPC Class Codes: G01M 5/0091 by using electromagnetic excitation or detection

Abstract

A method for performing a dynamic load test on a bridge includes providing a vehicle with an imaging device coupled to the vehicle and moving the vehicle across the bridge. While moving the vehicle across the bridge, a series of images is obtained using the imaging device. A position of the vehicle on the bridge is determined as a function of time using the series of images, and a response of the bridge is determined as a function of time as the vehicle crosses the bridge. The position of the vehicle on the bridge is associated with the response of the bridge.

Claims

1. A method of monitoring movement of a bridge based on a position of a vehicle crossing the bridge, the method comprising:

providing the vehicle with an imaging device coupled to the vehicle, the imaging device configured to obtain image information;

while the vehicle is moving across the bridge, obtaining a series of images using the imaging device, a portion of a scene in a first image in the series overlapping with a portion of a scene in a next image in the series, a portion of a scene in a last image in the series overlapping with a portion of a scene in a previous image, and each image between the first image and the last image having a portion of a scene that overlaps with at least a portion of a scene in both a previous image and a subsequent image;

for each pair of adjacent images in the series, determining a distance traveled by the vehicle between points at which the pair of adjacent images were captured, the distance traveled determined using common features in an overlapping portion in the pair of adjacent images;

determining the position of the vehicle on the bridge as a function of time using the distance traveled between each pair of adjacent images and a period of time between capturing each pair of adjacent images;

determining the movement of the bridge as a function of time as the vehicle crosses the bridge; and

associating the position of the vehicle on the bridge with the movement of the bridge.

2. The method of claim 1 wherein the imaging device is coupled to the vehicle at a known height and arranged in a downward facing orientation, and the imaging device is calibrated so that the distance traveled by the vehicle between each pair of adjacent images is determined based on a number of image pixels by which features move between the pair of adjacent images.

3. The method of claim 1 wherein traffic markings on the bridge have one or more known dimensions, and the imaging device is arranged in a downward facing orientation so that portions of the traffic markings are captured in the series of images, and the distance traveled by the vehicle between the points at which each pair of adjacent images are captured is determined based on a change in position of the traffic markings between the pair of adjacent images.

4. The method of claim 3 wherein the markings include a centerline stripe, and the one or more known dimensions include at least one of a length or width of the centerline stripe.

5. The method of claim 1 wherein traffic markings on the bridge have one or more known dimensions and spacings, and the imaging device is arranged in a downward facing orientation so that portions of the traffic markings are captured in the series of images, and the distance traveled by the vehicle between each pair of adjacent images is determined based on a number of the traffic markings in the pair of adjacent images.

6. The method of claim 1 wherein features on the bridge have one or more known dimensions, and the imaging device is arranged so that portions of the features are captured in the series of images, and the distance traveled by the vehicle between each pair of adjacent images is determined based on a change in position of the features between the pair of adjacent images.

7. The method of claim 6 wherein the features are disposed on a side rail of the bridge, and the imaging device is arranged to capture at least a portion of the features as the vehicle crosses the bridge.

8. The method of claim 6 wherein the features comprise rails that are spaced at regular intervals across a length of the bridge.

9. The method of claim 1 wherein the movement of the bridge includes a vertical deflection of the bridge.

10. The method of claim 1 wherein the movement of the bridge includes a frequency of deflection.

11. The method of claim 1 wherein each image in the series of images includes a timestamp that is used to determine the position of the vehicle on the bridge as the function of time.

12. The method of claim 1 wherein each image in the series of images is captured at a regular time interval, and the regular time interview is used to determine the position of the vehicle on the bridge as the function of time.

13. A method for performing a dynamic load test on a bridge, the method comprising:

providing a vehicle with an imaging device coupled to the vehicle;

while the vehicle is moving across the bridge, obtaining a series of images using the imaging device;

for each pair of adjacent images in the series, determining a distance traveled by the vehicle between points at which the pair of adjacent images were captured;

determining a position of the vehicle on the bridge as a function of time using the distance traveled between the points and a period of time between capturing each pair of adjacent images;

determining a response of the bridge as a function of time as the vehicle crosses the bridge; and

associating the position of the vehicle on the bridge with the response of the bridge.

14. The method of claim 13 wherein at least one image in the series of images includes an object indicating a start point near a beginning of the bridge, and at least one image in the series of images includes an object indicating a stop point near an end of the bridge, and some of the images in the series include markings that either have one or more known dimensions or are spaced by a known distance, and the position of the vehicle on the bridge as a function of time is determined based on a number of the markings in the series of images between the at least one image that includes the object indicating the start point and each subsequent image in the series of images.

15. The method of claim 13 wherein each image in the series of images includes a timestamp, and the timestamp is used to determine the position of the vehicle on the bridge as a function of time.

16. The method of claim 13 wherein the imaging device is coupled to the vehicle at a known height and arranged in a downward facing orientation, and the imaging device is calibrated to provide a relationship between a coordinate frame associated with the imaging device and a coordinate frame associated with each image of the series of images.

17. The method of claim 13 wherein traffic markings on the bridge have one or more known dimensions, and the imaging device is arranged in a downward facing orientation so that portions of the traffic markings are captured in the series of images and the position of the vehicle on the bridge is determined based on a change in position of the traffic markings in each pair of adjacent images.

18. The method of claim 13 wherein the response of the bridge includes a deflection of the bridge.

19. The method of claim 13 wherein the response is determined using one or more strain gauges coupled to the bridge.

20. A method of monitoring a strain on a bridge based on a position of a vehicle crossing the bridge, the method comprising:

providing the vehicle with an imaging device coupled to the vehicle, the imaging device calibrated to provide a relationship between a coordinate frame associated with the imaging device and a coordinate frame associated with each image of a series of images;

while the vehicle is moving across the bridge, obtaining a series of overlapping images using the imaging device;

for each pair of adjacent images in the series, determining a distance traveled by the vehicle between points at which the pair of adjacent images were captured;

using the distance traveled by the vehicle between the points and a period of time between capturing each pair of adjacent images to determine a position of the vehicle on the bridge as a function of time;

determining the strain on the bridge as a function of time as the vehicle crosses the bridge; and

associating the position of the vehicle on the bridge with the strain on the bridge.