TECHNICAL PAPERS
Oct 1, 1995

Model-Uncertainty Impact and Damage-Detection Accuracy in Plate Girder

Publication: Journal of Structural Engineering
Volume 121, Issue 10

Abstract

The impact of model uncertainty on the damage-prediction accuracy of a nondestructive damage-detection technique when applied to a model plate girder is assessed. First, a damage-detection algorithm to locate and size damage from few mode shapes of structures is outlined. Next, locations and magnitudes of damage in the model plate girder are predicted by using the damage-detection algorithm. Finally, damage-prediction accuracy for the model plate girder is estimated as a function of model uncertainties that are most likely or exist in the damage-detection procedure of the model plate girder. By applying the approach to the model plate girder, it is observed that damage can be confidently located with a relatively small localization error and a relatively small false-negative (i.e., missing detection of true damage locations) error but a relatively large false-positive (i.e., prediction of locations that are not damaged) error. It is also observed that severity of damage can be estimated with a relatively large error.

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References

1.
ABAQUS user manual. (1992). Hibbitt, Karlsson & Sorensen, Inc.
2.
Adams, R. D., Cawley, P., Pye, C. J., and Stone, B. J.(1978). “A vibration technique for non-destructively assessing the integrity of structures.”J. Mech. Engrg. Sci., 20, 93–100.
3.
Beck, J. L., and Katafygiotis, L. S. (1991). “Updating of a model and its uncertainties utilizing dynamic test data.”Computational stochastic mechanics, P. D. Spanos and C. A. Brebbia, eds., Elsevier Applied Science, London, England, 125–135.
4.
Biswas, M., Pandey, A. K., and Samman, M. M. (1990). “Modal technology for damage detection of bridges.”NATO Advanced Res. Workshop on Bridge Evaluation, Repair and Rehabilitation, A. Nowak, ed., Kluwer Academic Publishers, Boston, Mass., 161–174.
5.
Cawley, P., and Adams, R. D.(1979). “The location of defects in structures from measurements of natural frequencies.”J. Strain Anal., 14(2), 49–57.
6.
Chen, J., and Garba, J. A.(1988). “On-orbit damage assessment for large space structures.”AIAA J., 26(9), 1119–1126.
7.
Chondros, T. G., and Dimarogonas, A. D.(1980). “Identification of cracks in welded joints of complex structures.”J. Sound and Vibration, 69(4), 531–538.
8.
Craig, R. R. (1981). Structural dynamics—an application to computer methods, John Wiley & Sons, Inc., New York, N.Y.
9.
Crohas, H., and Lepert, P. (1982). “Damage-detection monitoring method for offshore platforms is field-tested.”Oil and Gas J., 94–103.
10.
Devore, J. L. (1987). Probability and statistics for engineering and the sciences . Brooks/Core Publ. Co.
11.
Flesch, R. G., and Kernichler, K. (1988). “Bridge inspection by dynamic tests and calculations dynamic investigations of Lavent Bridge.”Workshop on Struct. Safety Evaluation Based on System Identification Approaches, H. G. Natke and J. T. P. Yao, eds., Vieweg & Sons, Lambrecht/Pfalz, Germany, 433–459.
12.
Gibson, J. D., and Melsa, J. L. (1975). Introduction to nonparametric detection with applications . Academic Press, New York, N.Y.
13.
Gudmunson, P.(1982). “Eigenfrequency changes of structures due to cracks, notches or other geometrical changes.”J. Mech. of Phys. and Solids, 30(5), 339–353.
14.
Gudmunson, P.(1983). “The dynamic behavior of slender structures with cross-sectional cracks.”J. Mech. of Phys. and Solids, 31(4), 329–345.
15.
Kim, J. T., and Stubbs, N.(1995). “Damage detection in offshore jacket structures from limited modal information.”Int. J. Offshore and Polar Engrg., 5(1), 11–19.
16.
Kosko, B. (1992a). Neural networks and fuzzy systems . Prentice-Hall, Inc., Englewood Cliffs, N.J.
17.
Kosko, B. (1992b). Neural networks for signal processing, Prentice-Hall, Inc., Englewood Cliffs, N.J.
18.
Mazurek, D. F., and DeWolf, J. T.(1990). “Experimental study of bridge monitoring technique.”J. Struct. Engrg., ASCE, 116(9), 2532–2549.
19.
O'Brien, T. K. (1980). “Stiffness change as a nondestructive damage measurement.”Mechanics of non-destructive testing, W. W. Stinchcomb, ed., Plenum Press, New York, N.Y., 101–121.
20.
Stubbs, N., and Osegueda, R.(1990). “Global non-destructive damage evaluation in solids.”Int. J. Anal. Exp. Modal Anal., 5(2), 67–79.
21.
Stubbs, N., Kim, J. T., and Topole, K. (1991). “The effect of model uncertainty on the accuracy of global nondestructive damage detection in structures.”Computational stochastic mechanics, P. D. Spanos and C. A. Brebbia, eds., Elsevier Applied Science, London, England, 157–168.
22.
Stubbs, N., Kim, J. T., and Topole, K. (1992). “An efficient and robust algorithm for damage localization in offshore platforms.”10th Struct. Congr. '92, ASCE, New York, N.Y., 543–546.
23.
Vanmarcke, E., Shinozuka, M., Nakagiri, S., Schueller, G. I., and Grigoriu, M.(1986). “Random fields and stochastic finite elements.”Struct. Safety, 3, 143–166.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 10October 1995
Pages: 1409 - 1417

History

Published online: Oct 1, 1995
Published in print: Oct 1995

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Authors

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Jeong-Tae Kim
Res. Assoc., Mech. and Mat. Ctr., Dept. of Civ. Engrg., Texas A & M Univ., College Station, TX 77843.
Norris Stubbs
Assoc. Prof., Mech. and Mat. Ctr., Dept. of Civ. Engrg., Texas A & M Univ., College Station, TX.

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