TECHNICAL PAPERS
Aug 1, 2001

Fatigue Reliability Analysis Using Nondestructive Inspection

Publication: Journal of Structural Engineering
Volume 127, Issue 8

Abstract

In this paper, a comprehensive approach is developed to integrate computational reliability methods and nondestructive inspection (NDI) for fatigue reliability evaluation. Uncertainties existing in the performance and outcome of NDI are considered through numerical statistical measures, and the mathematical relationships among these measures are derived. A new method is proposed to estimate the probability of detection (POD) and confidence interval using these relationships. Also, a new method of using the NDI results to update the reliability estimation is presented, which accounts for POD, measurement accuracy, false call probability, and the probability that a very large flaw may not be detected. The application of the proposed methods is illustrated through an example fatigue problem and inspection techniques with different POD characteristics are compared.

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References

1.
Agerskov, H., and Nielsen, J. A. (1999). “Fatigue in steel highway bridges under random loading.”J. Struct. Engrg., ASCE, 125(2), 152–162.
2.
Byers, W. G., Marley, M. J., Mohammadi, J., Nielsen, R. J., and Sarkani, S. (1997). “Fatigue reliability reassessment procedures: state-of-the-art paper.”J. Struct. Engrg., ASCE, 123(3), 271–276.
3.
Cowfer, D. ( 1989). “Basis/back ground for ASME code. Section XI. Proposed appendix VIII: Ultrasonic examination performance demonstration.” Nondestructive evaluation: NDE planning and application, American Society of Mechanical Engineers, New York.
4.
Dau, G. J. ( 1983). Ultrasonic sizing capacity of IGSCC and its relation to flaw evaluation procedures, Electric Power Research Institute, Charlotte, N.C.
5.
Fisher, J. W. ( 1984). Fatigue and fracture in steel bridges, Wiley, New York.
6.
Foreman, R. G., Keart, V. E., and Engle, R. M. ( 1967). “Numerical analysis of crack propagation in cycle-loaded structures.” J. Basic Engrg., 89, 459–464.
7.
Hayter, A. J. ( 1996). Probability and statistics for Engineers and Scientists, PWS Publishing Company, Boston.
8.
Heasler, P. G., Taylor, T. T., and Doctor, S. R. ( 1990). “Statistically based reevaluation of PISC-II round robin test data.” NUREG/CR-5410, U.S. Nuclear Regulatory Commission, Washington, D.C.
9.
Jiao, G. Y. ( 1989). “Reliability analysis of crack growth under random loading considering model updating.” PhD thesis, Norwegian Institute of Technology, Trondheim, Norway.
10.
Madsen, H. O. ( 1987). “Model updating in reliability theory.” Reliability and Risk Analysis in Civil Engineering, N. C. Lind, ed., University of Waterloo, 564–577.
11.
Madsen, H. O. ( 1997). “Stochastic modeling of fatigue crack growth and inspection.” Probabilistic methods for structural design, C. Guedes Soares, ed., Kluwer, Dordrecht, The Netherlands, 59–84.
12.
Rummel, W. D., Hardy, G. L., and Cooper, T. D. ( 1989). Metals handbook, 9th Ed., Vol. 17, ASM International, Materials Park, Ohio.
13.
Paris, P. C. ( 1964). “The fracture mechanics approach to fatigue.” Fatigue—an interdisciplinary approach, Syracuse University Press, New York, 107–132.
14.
Schilling, C. G., et al. ( 1974). “Fatigue of welded steel bridge members under variable amplitude loads.” Res. Result Digest No. 60, Highway Research Board, Washington, D.C.
15.
Shooman, M. L. ( 1968). Probabilistic reliability: an engineering approach, McGraw-Hill, New York.
16.
Simonen, F. A. ( 1995). “Nondestructive examination reliability.” Probabilistic structural mechanics handbook, C. Sundararajan, ed., ITP Company, New York, 238–260.
17.
Staat, M. ( 1993). “Sensitivity of and influences on the reliability of an HTR-module primary circuit pressure boundary.” Trans., 12th Int. Conf. on Struct. Mech. in Reactor Technol., Elsevier, Amsterdam, 147–152.
18.
Tang, W. H. ( 1973). “Probabilistic updating of flaw information.” J. Testing and Evaluation, 1(6), 459–467.
19.
Taylor, T. T., Spanner, J. C., Heasler, P. G., Doctor, S. R., and Deffenbaugh, J. D. ( 1989). “An evaluation of human reliability in ultrasonic inservice inspection for intergranular stress corrosion cracking through round robin testing.” Mat. Evaluation, 47(3), 338–346.
20.
Tsai, C. H., and Wu, W. F. ( 1993). “Application of probabilistic fracture mechanics to risk assessment of pressure vessels.”Trans., 12th Int. Conf. on Struct. Mech. in Reactor Technol., Elsevier, Amsterdam, 135–140.
21.
Weertman, J. ( 1966). “Rate of growth of fatigue cracks calculated from the theory of infinitesimal dislocations distributed on a plane.” Int. J. Fracture Mech., 2, 460–467.
22.
Zhao, Z., Haldar, A., and Breen, F. L., Jr. (1994). “Fatigue-reliability updating through inspections of steel bridges.”J. Struct. Engrg., ASCE, 120(5), 1624–1642.
23.
Zheng, R., and Ellingwood, B. ( 1998). “Role of non-destructive evaluation in time-dependent reliability analysis.” Struct. Safety, 20(4), 325–339.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 8August 2001
Pages: 957 - 965

History

Received: May 2, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

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Postdoct. Res. Assoc., Dept. of Civ. and Envir. Engrg., Vanderbilt Univ., Nashville, TN 37235.
Prof., Dept. of Civ. and Envir. Engrg., Vanderbilt Univ., Nashville, TN.

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