Methods and apparatus for monitoring structural members subject to transient loads

• US 4,901,575 A
• Filed: 11/30/1988
• Issued: 02/20/1990
• Est. Priority Date: 11/30/1988
• Status: Expired due to Fees

• Current Assignee: GP Taurio Incorporated A Wholly-Owned Subsidiary of General Physics Corporation
• Original Assignee: GP Taurio Incorporated
• Inventors: Bohannan, William L., Pfister, John K., Harrington, J. Vincent
• Primary Examiner(s): Myracle, Jerry W.
• Application Number:
  US07/278,196
• Time in Patent Office: 447 Days
• Field of Search: 73/587, 73/594, 73/579, 73/583, 73/584, 73/801, 364/507
• US Class Current: 73/587
• CPC Class Codes: G01H 1/00 Measuring characteristics of vibrations in solids by using direct conduction to the detector G01H9/00, G01H11/00 take precedence
• CPC Class Codes: G01M 5/0008 of bridges
• CPC Class Codes: G01M 5/0041 by determining deflection or stress
• CPC Class Codes: G01M 5/0066 by exciting or detecting vibration or acceleration vibration testing of structures G01M7/00
• CPC Class Codes: G01N 2291/0258 Structural degradation, e.g. fatigue of composites, ageing of oils
• CPC Class Codes: G01N 29/14 using acoustic emission techniques echo of particles G01N29/046; measuring mechanical vibrations or acoustic waves in solids in general G01H1/00
• CPC Class Codes: G01N 29/4454 Signal recognition, e.g. specific values or portions, signal events, signatures

Abstract

A method and apparatus for monitoring the structural acoustic signature of a structural member in response to a transient load, corresponding to detected vibration frequencies transmitted by the structural member including the fundamental and harmonic frequencies of the structural member, to determine changes in structural integrity and to determine the nature and type of transient loads. The structural acoustic signature of the structural member in a first condition in response to a first transient load is compared to a structural acoustic signature from a second transient load whereby differences in the signatures correspond to the occurrence of changes in the elastic qualities or condition of the structural member. The signatures are preferably evaluated in the frequency domain. The nature and type of transient load can be determined by evaluating the waveform shape of a structural member in response to the unknown load against a history of waveform shapes corresponding to known laods. A plurality of remote structural members such as highway bridges may be monitored by a central station.

Claims

1. Apparatus for detecting changes in the structural integrity of a structural member comprising:

(a) linear motion transducer means for detecting the sonic and infrasonic sounds transmitted by the structural member in a first linear dimension in response to a transient load as a time domain signal;

(b) means for converting the time domain signal into a frequency domain signal;

(c) means for comparing a first frequency domain signal corresponding to the sonic and infrasonic sounds transmitted by the structural member in said first dimension in response to a first transient load and a second frequency domain signal corresponding to the sonic and infrasonic sounds transmitted by the structural member in said first dimension in response to a second transient load; and

(d) means for determining that the second frequency domain signal is different than the first frequency domain signal by more than a predetermined amount, said difference corresponding to a change in structural integrity.

2. The apparatus of claim 1, wherein the linear motion transducer means for detecting the sonic and infrasonic sounds generated in the structural member in response to a transient load further comprises an accelerometer.

3. The apparatus of claim 1, further comprising means for detecting motion of the structural member in response to a transient load, said means being a seismic accelerometer for measuring the displacement of the structural element during the application of a transient load.

4. The apparatus of claim 3, further comprising a means for detecting abnormal displacement conditions of the structural member.

5. The apparatus of claim 1, further comprising:

(e) means for providing a library including a plurality of frequency domain signals corresponding to the detected sonic and infrasonic sounds in response to a corresponding plurality of transient loads of known mass under a plurality of weather conditions; and

(f) means for comparing a detected frequency domain signal to the frequency domain signals in the library to determine whether the detected signal corresponds to any of the frequency domain signals in the library within a predetermined amount.

6. The apparatus of claim 1 wherein the detected sonic and infrasonic sounds include the fundamental and harmonic frequencies of the structural member, wherein step (c) further comprises comparing the higher order harmonic frequencies of the first frequency domain signal to the higher order harmonic frequencies of the second frequency domain signal, and wherein step (d) further comprises determining that the second frequency domain signal is different than the first frequency domain signal by more than a predetermined amount based upon the differences in the higher order harmonic frequencies.

7. A method of detecting changes in the structural integrity of a structural member comprising:

(a) detecting the sound transmitted by the structural member along a first linear dimension in response to a transient load at frequencies including the natural fundamental and harmonic frequencies of the structural member along the first linear dimension; and

(b) subjecting the structural member to a first transient load; and

(c) determining a first structural acoustic signature from the detected sounds transmitted along the first linear dimension by the structural member in response to the first transient load, said first signature including the detected fundamental and harmonic frequencies subsequent to the first transient load; and

thereafter

(d) subjecting the structural member to a second transient load;

(e) determining a second structural acoustic signature from the detected sound transmitted along the first linear dimension by the structural member in response to the second transient load, said second signature including the detected fundamental and harmonic frequencies subsequent to the second transient load; and

(f) comparing the second signature and the first signature to determine whether the detected fundamental or harmonic frequencies of the first signature and the second signatures differ by more than a predetermined amount, whereby any such difference corresponds to a change in structural integrity.

8. The method of claim 7 wherein the predetermined amount is selected to correspond to changes in elasticity of the structural member that result from changes in the environmental conditions and not changes in structural integrity.

9. The method of claim 7 wherein detecting the sounds transmitted by the structural member along a first linear dimension further comprises detecting sonic and infrasonic frequencies.

10. The method of claim 9 wherein detecting the sounds transmitted further comprises measurement he acceleration of the structural member along the first linear dimension.

11. The method of claim 9 further comprising detecting the sonic and infrasonic frequencies transmitted by the structural member along a second linear dimension in response to a transient load;

and

following each of steps (b)-(e) to detect the sounds transmitted by the structural member in response to the first and second transient loads in the second linear dimension, thereby determining a first and a second structural acoustic signature in the second linear dimension;

comparing the second signature in the second linear dimension to the first signature in the second linear dimension to determine whether the detected fundamental or harmonic frequencies of the first and the second signatures in the second linear dimension differ by more than a second predetermined amount, whereby any such difference corresponds to a change in structural integrity in the second linear dimension;

correlating the determination of whether there was a difference in the first and second signatures in the first linear dimension with the determination of whether there was a corresponding difference in the first and second signatures in the second linear dimension; and

determining whether there has been a change in structural integrity using the determinations of differences in the first and second signatures in the first and second linear dimensions and the determined correlation.

12. The method of claim 11 wherein the first dimension and second dimension are perpendicular to each other.

13. The method of claim 9 wherein said first linear dimension further comprises a second linear dimension and a third linear dimension and said method steps (a), (c), and (e) further comprise detecting said sonic and infrasonic frequencies transmitted by the structural member in said second and third linear dimensions in response to a first transient load, determining said first structural acoustic signature from the detected sonic and infrasonic frequencies transmitted along the second and third linear dimensions by the structural member in response to the first transient load, and determining a second structural acoustic signature from the detected sonic and infrasonic frequencies transmitted along said second and third linear dimensions by the structural member in response to the second transient load.

14. The method of claim 13 wherein the second linear dimension and the third linear dimension are perpendicular to each other.

15. The method of claim 7 wherein the structural member further comprises a support beam for a bridge span and wherein detecting the sounds transmitted in the first dimension further comprises detecting the frequencies in the longitudinal dimension within the range of from about 0.1 Hz to about 20 kHz.

16. The method of claim 15 wherein detecting the sounds transmitted by the structural member in response to a transient load further comprises detecting the sounds transmitted along a longitudinal, a vertical, and a lateral dimension of the structural member, wherein determining a first and second structural acoustic signature in response to the first and second transient loads further comprise determining a first signature in each of the longitudinal, vertical, and lateral dimensions, determining a second signature in each of the longitudinal, vertical, and lateral dimensions, and wherein comparing the first and second signatures further comprises comparing each of the longitudinal, vertical, and lateral first signatures to the corresponding respective second signatures to determine changes in the fundamental or harmonic frequencies in the vertical, longitudinal, or lateral dimension signatures corresponding to changes in structural integrity.

17. The method of claim 7 wherein comparing the second signature to the first signature further comprises identifying a change in structural integrity as a localized defect in the structural member by identifying in the second signature a new fundamental or harmonic frequency at a frequency or amplitude that does not exist in the first signature.

18. The method of claim 17 further comprising identifying the relative location of a detected localized defect in the structural member by determining the wavelength of the new fundamental or harmonic frequency or amplitude of the second signature and correlating said wavelength to the dimension along which the sounds of the second signature were detected so as to determine the distance from one end of the structural member to said localized defect.

19. The method of claim 7 wherein comparing the second signature to the first signature further comprises identifying a determined change in structural integrity as a change in stiffness of the structural member by identifying a shift in the detected natural fundamental or harmonic frequencies in the second signature relative to the first signature.

20. The method of claim 7 wherein said first signature further comprises a reference signature corresponding to sounds transmitted by the structural member in response to the first transient load when the structural member is determined to be in good condition, and wherein said second signature further comprises a determined signature corresponding to the sounds transmitted by the structural member in response to a transient load occurring subsequent to the first transient load.

21. The method of claim 7 wherein said second signature becomes the first signature and the detected sounds transmitted by the structural member in response to a third transient load subsequent to the first and second transient loads becomes the second signature so that each determined signature is compared to a previously occurring determined signature.

22. The method of claim 7 wherein detecting the sounds transmitted by the structural member further comprises detecting the sonic and infrasonic frequencies in a first dimension at a first location on the structural member, the method further comprising:

(g) detecting the sonic and infrasonic sounds transmitted by the structural member along the first dimension in response to a transient load at a second location on the structural member;

(h) determining a third structural acoustic signature corresponding to the detected sounds transmitted by the structural member at the second location in response to the first transient load;

(i) determining a fourth structural acoustic signature corresponding to the detected sounds transmitted by the structural member at the second location in response to the second transient load;

(j) comparing the fourth and third signatures to determine whether there has been a change in structural integrity in step (f);

(k) correlating the determination made in step (f) with the determination made in step (j); and

(l) determining whether there has been a change in structural integrity of the structural member using the determinations made in steps (f) and (j) and the correlation of step (k).

23. The method of claim 7 further comprising:

(g) detecting the airborne sound generated by the structural member in response to a transient load;

(h) determining a first sound waveform corresponding to the detected airborne sound generated by the structural member in response to the first transient load;

(i) determining a second sound waveform corresponding to the detected airborne sound generated by the structural member in response to the second transient load;

(j) comparing the first and second sound waveforms to determine whether there are frequencies occuring in the second sound waveform that do not have corresponding frequencies in the first sound waveform, whereby any such frequencies correspond to changes in structural integrity of the structural member;

(k) correlating the determination made in step (f) with the determination made in step (j); and

(l) determining whether there has been a change in structural integrity of the structural member using the determinations in steps (f) and (j) and the correlation of step (k).

24. An apparatus for detecting changes in the structural integrity of a structural member having a mass and dimension comprising:

(a) linear motion transducer means for detecting the sonic and infrasonic frequencies transmitted by the structural member in a first linear dimension in response to a transient load including the natural fundamental and harmonic frequencies of the structural member;

(b) first processing means for converting the detected frequencies into a structural acoustic signatures in the frequency domain;

(c) second processing means for comparing a first structural acoustic signature corresponding to the frequencies transmitted by the structural member in said first dimension in response to a first transient load to a second structural acoustic signature corresponding to the frequencies transmitted by the structural member in said first dimension in response to a second transient load; and

(d) means for determining that the structural integrity of the structural member has changed when the portion of the second signature corresponding to the second transient load differs from the portions of the first signature by more than a predetermined amount.

25. The apparatus of claim 24 wherein said linear motion transducer means further comprises means for detecting displacement and acceleration of said transient member.

26. The apparatus of claim 25 wherein said means for detecting displacement and acceleration of said transient member further comprises an accelerometer.

27. The apparatus of claim 24 wherein said linear motion transducer means detects sounds transmitted along more than one direction of the structural member.

28. The apparatus of claim 27 further comprising means for correlating the determined changes in structural integrity in each of said directions of the structural member and means for confirming the determination using the determined correlation and the determined changes for each direction.

29. The apparatus of claim 24 wherein said first processing means further comprises means for using Fourier transforms to convert the detected frequencies into the frequency domain signals.

30. The apparatus of claim 24 further comprising alarm means for indicating that there is a determined change in structural integrity of the structural member.

31. The apparatus of claim 24 wherein said second processing means and said means for determining further comprise means for identifying a determined change in structural integrity as a change in stiffness of the structural member by identifying a shift in the detected natural fundamental or harmonic frequencies in the second signature relative to the first signatures.

32. The apparatus of claim 24 wherein said second processing means and said means for determining further comprise means for identifying a determined change in structural integrity as a localized defect in the structural member by identifying in the second signature a new fundmantal or harmonic frequency at a frequency or amplitude that does not exist in the first signature.

33. The apparatus of claim 32 further comprising means for identifying the relative location of a detected localized defect in the structural member by determining the wavelength of the new fundamental or harmonic frequency or amplitude of the second signature and means for correlating the said wavelength to the dimension of the structural member along which the sound of the second signature was detected so as to determine the distance from one end of the structural member to said localized defect.

34. An apparatus for detecting changes in the structural integrity of a structural member having a mass and dimension comprising:

(a) a triaxial accelerometer for detecting the sonic and infrasonic frequencies transmitted by the structural member along more than one direction of the structural member in response to a transient load including the natural fundamental and harmonic frequencies of the structural member;

(b) first processing means for converting the detected frequencies into a structural acoustic signature in the frequency domain;

(c) second processing means for comparing a first structural acoustic signature corresponding to the frequencies transmitted by the structural member in response to a first transient load to a second structural acoustic signature corresponding to the frequencies transmitted by the structural member in response to a second transient load; and

(d) means for determining that the structural integrity of the structural member has changed when the portion of the second signature corresponding to the second transient load differs from the portion of the first signature by more than a predetermined amount.

35. An apparatus for detecting changes in the structural integrity of a structural member having a mass and dimension comprising:

(a) transducer means for detecting the sonic and infrasonic frequencies transmitted by the structural member by detecting the displacement and acceleration of the transient member in response to a transient load including the natural fundamental and harmonic frequencies of the structural member;

(b) an esonic transducer device for detecting the airborne sounds generating by the structural member in response to the transient load;

(c) first processing means for converting the detected frequencies into a structural acoustic signature in the frequency domain;

(d) second processing means for comparing a first structural acoustic signature corresponding to the frequencies transmitted by the structural member in response to a first transient load to a second structural acoustic signature corresponding to the frequencies transmitted by the structural member in response to a second transient load;

(e) third processing means for comparing a first esonic signal corresponding to the detected airborne sounds generated by the structural member in response to a first transient load to a second esonic signal corresponding to the detected airborne sounds generated by the structural member in response to a second transient load; and

(f) means for determining that the structural integrity of the structural member has changed when the portion of the second signature corresponding to the second transient load differs from the portion of the first signature by more than a predetermined amount and the first and second esonic signals contain different frequencies.