TECHNICAL PAPERS
Aug 1, 1997

Ultrasonic Approach for Nondestructive Testing of Civil Infrastructure

Publication: Journal of Performance of Constructed Facilities
Volume 11, Issue 3

Abstract

Inspection and rating of public infrastructure has become a focus of many recent studies because of well-documented deterioration and failure case studies. A new indirect inspection technique using ultrasonic spread-spectrum methods can significantly improve distress identification and monitoring of deteriorating infrastructure. This paper presents the general concept and application of using a continuous spread-spectrum signal to test structural objects. First of all, the basic theory for this technique will be outlined. Secondly, the basic hardware setup will be described. And finally, the results of two laboratory experiments will be presented. The laboratory results indicate that this new method may be feasible for monitoring and evaluating existing large or complicated structural members. The method does, however, have its limitations, as the signal is very sensitive to transducer orientations, couplant, and ambient conditions as is the case in all contact transducer-based nondestructive evaluation techniques.

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References

1.
Afzal, M. A., and Russell, S. F. (1993). “Signal processing simulations for a direct-sequence spread-spectrum ultrasonic testing system.”Proc., 20th Annu. Rev. of Progress: Quantitative Nondestructive Evaluation, Plenum Press, New York, N.Y., 825–832.
2.
Bae, S., and Russell, S. F. (1993). “Partial-length correlation theory for spread-spectrum ultrasonic evaluation applications.”Proc., 20th Annu. Rev. of Progress: Quantitative Nondestructive Evaluation, Plenum Press, New York, N.Y.
3.
Kayani, J. K., Russell, S. F., and Hoech, K. (1993). “Hardware/software designs for spread-spectrum ultrasonic evaluation systems.”Proc., 20th Annu. Rev. of Progress: Quantitative Nondestructive Evaluation, Plenum Press, New York, N.Y.
4.
Kisters, F. H., and Kearney, F. W. (1991). “Evaluation of civil works metal structures.”Tech. Rep. REMR-CS-31, U.S. Army Corps of Engineers, Washington, D.C.
5.
Newland, D. E. (1993). An introduction to random vibrations, spectral, and wave analysis. John Wiley & Sons, New York, N.Y.
6.
Rens, K. L. (1994). “An ultrasonic approach for nondestructive testing of deteriorating infrastructure: Use of direct sequence spread spectrum ultrasonic evaluation to detect embedded steel deterioration,” PhD dissertation, Iowa State University, Ames, Iowa.
7.
Rens, K. L., Wipf, T., and Klaiber, F. W. (1993). “Literature review: Nondestructive evaluation of civil engineering structures.”Rep. R-853, Assoc. of Am. Railroads, Chicago, Ill.
8.
Russell, S. F. (1993). “Theory of spread-spectrum ultrasonic evaluation.”Proc., 20th Annu. Rev. of Progress: Quantitative Nondestructive Evaluation, Plenum Press, New York, N.Y., 841–846.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 11Issue 3August 1997
Pages: 97 - 104

History

Published online: Aug 1, 1997
Published in print: Aug 1997

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Authors

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Kevin L. Rens, P.E., Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Colorado, Denver, CO 80217.
Lowell F. Greimann, P.E., Fellow, ASCE
Prof. and Chair, Dept. of Civ. and Constr. Engrg., Iowa State Univ., Ames, IA 50010.

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