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FIFTH CANADIAN CONFERENCE ON NONDESTRUCTIVE ... - IAEA

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C<strong>ON</strong>CLUSI<strong>ON</strong><br />

Classical bulk and surface wave pulse-echo techniques were evaluated in their<br />

ability to detect and size surface breaking cracks in the base of rails.<br />

Although both of these techniques give good results for EDM slots, echo<br />

amplitudes from real cracks depend on crack closure and the presence of<br />

filling material. Rayleigh waves offer considerable advantages in terms of<br />

singal to noise and ease of detection [22] but their high sensitivity to<br />

factors other than crack depth make them unusable for sizing. Classical shear<br />

wave pulse-echo techniques were found to be in good agreement with the open<br />

flaw depth when calibrated on EDM slots. For proper sizing of the full depth,<br />

the techniques used were found inadequate. Since the closed or filled part of<br />

cracks are partially transparent to ultrasound, it is likely that more<br />

advanced NDT techniques using feature extraction in the time or frequency<br />

domain would also be inadequate without adaptation. This work points out the<br />

need for theoretical modelling and experimentation on the interaction of<br />

ultrasound with closed cracks and in particular of the scattering phenomena<br />

occuring at the tip [23],<br />

REFERENCES:<br />

[1] K.G. Hall; Non-Destructive Testing, p 121, June (1976)<br />

[2] H.J. Mayer; Mater. Eval., j42, 793 (1984)<br />

[3] J. Drury; Brit. J. NDT, p 200, July (1979)<br />

[4] E.A. Kraut; IEEE Trans. Sonics Ultrasonics, Su-^3_, 162 (1976)<br />

[5] P.A. Doyle, CM. Scala; Ultrasonics, 16, 164 (1978)<br />

[6] R.B. Thompson, D.O. Thompson; J. Metals, p. 29, July (1981)<br />

[7] K. Date, H. Shimada, N. Ikenaga; NDT Intl, JJ5» 315 (1982)<br />

[8] S. Serabian; Mater. Eval., J39_, 1243 (1981)<br />

[9] K. Harumi, H. Okada, T. Saito, T. Fujimori; IEEE Ultrasonics<br />

Symposium, p. 904 (1982)<br />

[10] T. Kundu, A.K. Mai; Trans. ASME, 48, 570 (1981)<br />

[11] V.U. Schmitz, F.L. Becker; Mater. Eval., _40, 191 (1982)<br />

[12] L. Adler, K. Lewis, M. de Billy, G. Quentin; "New Procedures in<br />

Nondestructive Testing" P. Holler, Ed. (Springer-Verlag 1983) p. 163<br />

[13] R.B. Thompson, C.J. Fiedler; "Review of Progress in Quantitative<br />

Nondestructive Evaluation 3"; D.O. Thompson and D.E. Chimenti, Eds.<br />

(Plenum Press, NY, 1984)<br />

[14] I.A. Viktorov; "Rayleigh and Lamb Waves", (Plenum Press, NY 1967)<br />

[15] J.M. Carson, J.L. Rose; Mater. Eval. p. 27, April (1980)<br />

[16] L. Adler, M. de Billy, G. Quentin; J. Appl. Phys. j)3, 8756 (1982)<br />

[17] M. Hirao, H. Fukuoda, Y. Mirura; J. Acoust. Soc. Ara. 7^, 602 (1980)<br />

[18] G.P. Singh, A. Singh; Mater. Eval. J39_, 1232 (1981)<br />

[19] Y.C. Angel, J.D. Achenbach; J. Acoust. Soc. Am., 7j>, 313 (1984)<br />

[20] B.W. Reinhardt, J.W. Dally; Mater. Eval., ^8, 213 (1970)<br />

[21] W.M. Visscher; ibid [15]<br />

[22] H. Seiger; NDT Intl., p. 131, June (1982)<br />

[23] R.B. Thompson; Applied Mechanics Division of ASME, Symposium on Wave<br />

Propagation in Inhomogeneous Media, San Antonio, Texas, June 1984

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