Method and apparatus for detecting a load change upon a structure and analyzing characteristics of resulting damage

• US 7,458,266 B2
• Filed: 02/16/2005
• Issued: 12/02/2008
• Est. Priority Date: 09/27/2004
• Status: Active Grant

• Current Assignee: Acellent Technologies, Inc.
• Original Assignee: Samsung Electronics Co. Ltd.
• Inventors: Qing, Xinlin, Beard, Shawn J., Zhang, Chang, Chan, Hian Leng, Chang, Fuo-Kuo
• Primary Examiner(s): Williams; Hezron
• Assistant Examiner(s): SAINT SURIN, JACQUES M
• Application Number:
  US11/060,650
• Publication Number:
  US 20060079747A1
• Time in Patent Office: 1,385 Days
• Field of Search: 738/620.46, 737/60, 737/67, 737/72, 738/620.41, 735/87, 735/88, 735/79, 737/68, 737/89, 737/99, 738/01, 738/02, 738/03
• US Class Current: 73/579
• CPC Class Codes: G01N 2291/0231 Composite or layered materials
• CPC Class Codes: G01N 2291/0258 Structural degradation, e.g. fatigue of composites, ageing of oils
• CPC Class Codes: G01N 2291/0427 Flexural waves, plate waves, e.g. Lamb waves, tuning fork, cantilever
• CPC Class Codes: G01N 2291/106 one or more transducer arrays
• CPC Class Codes: G01N 29/043 in the interior, e.g. by shear waves
• CPC Class Codes: G01N 29/045 by imparting shocks to the workpiece and detecting the vibrations or the acoustic waves caused by the shocks measuring resonant frequency G01H13/00; measuring strength properties by application of mechanical stress G01N3/00
• CPC Class Codes: G01N 29/07 by measuring propagation velocity or propagation time of acoustic waves
• CPC Class Codes: G01N 29/11 by measuring attenuation of acoustic waves
• CPC Class Codes: G01N 29/2475 Embedded probes, i.e. probes incorporated in objects to be inspected
• CPC Class Codes: G01N 29/262 by electronic orientation or focusing, e.g. with phased arrays phased arrays per se G10K11/34

Abstract

A sensor network is attached to a structure and employed to detect and analyze load changes. The sensor network has transducers, capable of acting as both passive sensors and active actuators, integrated within it. In a passive mode, the transducers detect load changes upon the structure, such as impacts. Upon detection of a load change, the transducers are engaged in an active mode to actively scan the impact area to determine the location and size of any resulting damage region. In this manner, passive and active systems are integrated within a single, convenient layer that possesses the best features of both active systems and passive systems.

Claims

1. A structural health monitoring system, comprising:

a plurality of passive sensors coupled to a structure;

a plurality of actuators coupled to the structure; and

a controller in electrical communication with the plurality of passive sensors and the plurality of actuators, the controller configured to receive from the plurality of passive sensors an indication of a load change generating a damage region on a structure, the damage region having a location and a size, the controller further configured to direct the plurality of actuators to transmit stress waves through the structure in response to the indication of a load change, so as to determine the location and the size of the damage region.

2. The structural health monitoring system of claim 1 wherein the actuators are spatially distributed along the structure so as to facilitate the determination of the location and the size of the damage region by directing the stress waves through the damage region, for receiving by either others of the active sensors or by the passive sensors.

3. The structural health monitoring system of claim 2 wherein the actuators are configured to transmit the stress waves to a maximum distance through the structure so as to facilitate the detection of a minimum size of the damage region within a monitored surface area of the structure, and wherein the actuators are placed in a spatial distribution, the spatial distribution generally determined according to the maximum distance, the minimum size of the damage region, the number of the actuators, and the monitored surface area of the structure.

4. The structural health monitoring system of claim 2 wherein the controller is further configured to direct successive ones of the actuators to transmit the stress waves through the damage region, to isolate first-detected components of the transmitted stress waves detected prior to later-detected components of the transmitted stress waves, and to analyze the first-detected components so as to determine the location and the size of the damage region.

5. The structural health monitoring system of claim 4 wherein the controller is further configured to determine whether ones of the first-detected components have passed through the damage region, and to determine the location of the damage region according to the first-detected components that have passed through the damage region.

6. The structural health monitoring system of claim 4 wherein the controller is further configured to determine energy changes of ones of the first-detected components that have passed through the damage region, and to determine the size of the damage region at least partially according to the energy changes.

7. The structural health monitoring system of claim 1 wherein the actuators are spatially distributed along the structure so as to facilitate the determination of the location and the size of the damage region by directing the stress waves upon the structure, and by detecting reflected stress waves generated by reflections of the stress waves from the damage region.

8. The structural health monitoring system of claim 7 wherein the controller is further configured to direct successive threes of the actuators to transmit the stress waves through the structure, to detect the corresponding reflected stress waves at the threes of the actuators and at ones of either the passive sensors or the actuators, and to analyze the detected stress waves so as to facilitate a determination of the location and the size of the damage region.

9. The structural health monitoring system of claim 8 wherein the controller is further configured to determine departure times at which the stress waves are transmitted, to determine arrival times at which the corresponding reflected stress waves are detected, to determine wave travel times approximately equal to the difference between the departure times and the corresponding arrival times, and to determine the location of the damage region at least partially according to the wave travel times and to positions at which the corresponding reflected stress waves are detected.

10. The structural health monitoring system of claim 8 wherein the controller is further configured to determine energy changes of the reflected stress waves, and to compare the energy changes to an energy change profile so as to determine the size of the damage region.

11. The structural health monitoring system of claim 1 wherein the actuators are spatially distributed along the structure so as to facilitate the determination of the location and the size of the damage region by focusings of the stress waves along the structure.

12. The structural health monitoring system of claim 1 wherein both the passive sensors and the actuators are piezoelectric transducers configured to generate and to receive the stress waves.

13. The structural health monitoring system of claim 1 wherein both the passive sensors and the actuators are fiber optic transducers configured to generate and to receive the stress waves.

14. The structural health monitoring system of claim 1 wherein the plurality of passive sensors and the plurality of actuators are affixed to a flexible substrate, and wherein the flexible substrate is attached to the structure.

15. A method of analyzing a damage region of a structure, comprising:

receiving a first set of stress waves generated by a load change upon a structure, the load change also generating a damage region on a structure, the damage region having a location and a size; and

in response to the receiving, transmitting a second set of stress waves though the structure so as to facilitate a determination of the location and the size of the damage region.

16. The method of claim 15 wherein the transmitting further includes sequentially transmitting ones of the second set of stress waves though a plurality of paths along the structure, the method further comprising analyzing portions of the transmitted stress waves that are transmitted along the paths, so as to determine the location and the size of the damage region.

17. The method of claim 16 wherein the analyzing further includes isolating first-detected wave components of each of the portions of the transmitted stress waves that are transmitted along the paths, and determining energy changes of the first-detected wave components that have passed through the damage region.

18. The method of claim 17 further comprising determining, according to the energy changes, those paths that intersect the damage region, and determining the location of the damage region according to the positions along the structure of those paths that intersect the damage region.

19. The method of claim 17 further comprising determining the size of the damage region according to at least the energy changes and the ones of the paths that intersect the damage region.

20. The method of claim 15 wherein the transmitting further includes transmitting successive pairs of the stress waves through the structure, detecting corresponding reflected stress waves that are reflected from the damage region, and analyzing the reflected stress waves so as to determine the location and the size of the damage region.

21. The method of claim 20 wherein the analyzing further includes isolating first-detected wave components of each of the reflected stress waves, and isolating later-detected wave components of each of the reflected stress waves, the later-detected wave components received after the first-detected wave components.

22. The method of claim 21 wherein the analyzing further includes determining departure times at which the pairs of the stress waves are transmitted, determining arrival times at which the corresponding reflected stress waves are detected, subtracting the departure times from the corresponding arrival times to determine travel times of the reflected stress waves, and calculating the location of the damage region at least partially according to the travel times and the positions along the structure at which the reflected stress waves are detected.

23. The method of claim 22 wherein the calculating further includes calculating the location of the damage region according to a triangulation of the travel times and the positions along the structure.

24. The method of claim 21 wherein the analyzing further includes determining energy changes of the first-detected wave components reflected from the damage region.

25. The method of claim 24 wherein the analyzing further includes comparing the energy changes to an energy change profile so as to determine the size of the damage region.

26. The method of claim 15 wherein the analyzing further includes successively focusing ones of the second set of stress waves along the structure and detecting corresponding reflected stress waves reflected from the damage region, so as to determine the location and the size of the damage region.

27. A computer readable memory storing instructions to direct a computer to function in a specified manner, comprising:

first instructions to receive a first set of stress waves generated by a load change upon a structure, the load change also generating a damage region on a structure, the damage region having a location and a size; and

second instructions to transmit, in response to the receiving, a second set of stress waves through the structure so as to facilitate a determination of the location and the size of the damage region.

28. The computer readable memory of claim 27 wherein the second instructions further comprise instructions to sequentially transmit ones of the second set of stress waves through a plurality of paths along the structure, the computer readable memory further comprising third instructions to analyze the portions of the transmitted stress waves that are transmitted along the paths, so as to determine the location and the size of the damage region.

29. The computer readable memory of claim 28 wherein the third instructions further comprise instructions to isolate first-detected wave components of each of the portions of the transmitted stress waves that are transmitted along the paths, the computer readable memory further comprising a fourth instructions to determine energy changes of the first-detected wave components that have passed through the damage region.

30. The computer readable memory of claim 29 further comprising fifth instructions to determine, according to the energy changes, those paths that intersect the damage region, and sixth instructions to determine the location of the damage region according to the positions along the structure of those paths that intersect the damage region.

31. The computer readable memory of claim 29 further comprising fifth instructions to determine the size of the damage region according to at least the energy changes and the ones of the paths that intersect the damage region.

32. The computer readable memory of claim 27 wherein the second instructions further comprise instructions to transmit successive pairs of the stress waves through the structure, the computer readable memory further comprising third instructions to detect corresponding reflected stress waves that are reflected from the damage region, and fourth instructions to analyze the reflected stress waves so as to determine the location and the size of the damage region.

33. The computer readable memory of claim 32 wherein the fourth instructions further comprise instructions to isolate first-detected wave components of each of the reflected stress waves, and to isolate later-detected wave components of each of the reflected stress waves, the later-detected wave components received after the first-detected wave components.

34. The computer readable memory of claim 33 further comprising fifth instructions to determine departure times at which the pairs of the stress waves are transmitted, to determine arrival times at which the corresponding reflected stress waves are detected, to subtract the departure times from the corresponding arrival times to determine travel times of the reflected stress waves, and to calculate the location of the damage region at least partially according to the travel times and the positions along the structure at which the reflected stress waves are detected.

35. The computer readable memory of claim 34 wherein the fifth instructions further comprise instructions to calculate the location of the damage region according to a triangulation of the travel times and the positions along the structure.

36. The computer readable memory of claim 33 wherein the fourth instructions further comprise instructions to determine energy changes of the first-detected wave components reflected from the damage region.

37. The computer readable memory of claim 36 wherein the fourth instructions further comprise instructions to compare the energy changes to an energy change profile so as to determine the size of the damage region.

38. The computer readable memory of claim 27 wherein the second instructions further comprise instructions to successively focus ones of the second set of stress waves along the structure and detecting corresponding reflected stress waves reflected from the damage region, so as to determine the location and the size of the damage region.

39. A structural health monitoring system, comprising:

a plurality of passive sensors configured to facilitate the analysis of a structure;

a plurality of actuators configured to facilitate the analysis of the structure;

switches having first configurations establishing electrical connections with the plurality of passive sensors and second configurations establishing electrical connections with the plurality of actuators; and

a controller in electrical communication with the switches, the controller configured to toggle the switches to the first configurations so as to receive from the plurality of passive sensors an indication of a load change generating a damage region on a structure, and to the second configurations so as to direct the plurality of actuators to transmit stress waves through the structure in response to the indication of a load change, to facilitate a determination of the location and the size of the damage region.

40. The structural health monitoring system of claim 39 wherein the controller is further configured to toggle the switches to the first configurations so as to establish electrical connections between the controller and the plurality of passive sensors, and to the second configurations so as to establish electrical connections between the controller and the plurality of actuators.

41. The structural health monitoring system of claim 40 wherein the controller is further configured to determine a location of the damage region on the structure, and to selectively direct those of the actuators proximate to the location to transmit the stress waves through the structure.