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FIFTH CANADIAN CONFERENCE ON NONDESTRUCTIVE ... - IAEA

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10. EXAMPLE<br />

- 353 -<br />

The following example demonstrates the application of our numerical model to a<br />

simple test problem. It represents the generation, propagation and reflection<br />

by a crack of a shear wave in steel. The computational region is a 10 mm by 10<br />

mm square and all its edges are energy-absorbing except for a 1 mm crack along<br />

the centre part of the right edge. The figures show the geometry of the region<br />

and plot the energy density by contour levels which are graded to pick out the<br />

low amplitude features.<br />

The first two figures show the generation of the wave at the left edge uf the<br />

region. It is generated by specifying a combination of stress and<br />

displacement, and it has the form of an exponentially damped wave packet wir.h<br />

frequency 3.5 MHz. Small amplitude compressional waves are generated at tho<br />

edges of the input region due to the rapid variation in stress and displacement<br />

there. There are no signs of spurious reflection by the absorbing boundaries.<br />

Figures 3 and 4 show the shear wave after reflection by the crack. A large<br />

amount of energy is lost through the absorbing boundary, but a significant<br />

portion is reflected by the crack. Another important feature is the scattering<br />

by the crack tips which shows itself mainly in the two compressional waves<br />

emanating from the tips.<br />

11. SUMMARY AND C<strong>ON</strong>CLUSI<strong>ON</strong>S<br />

We have described the construction of numerical approximations of the Elastic<br />

Wave Equation and outlined the particular advantages of using the first order<br />

form of the equations. We have discussed the current and potential uses of<br />

computer simulation in ultrasonic testing and also suggested that powerful<br />

computers are required if codes are to be run reasonably quickly and<br />

efficiently. The example given shows that the physical phenomena of reflection<br />

and crack-tip scattering can be successfully modelled and we have been equally<br />

successful in modelling other physical phenomena.<br />

12. REFERENCES<br />

1) R.J. CLIFT<strong>ON</strong>, Quart. Appl. Math., V. 25, p.97 (1967).<br />

2) P.D. SMITH, Int. J. Num. Meth. Eng. , V. 8, p.9x11 (1974).<br />

3) Z. ALTERMAN and D. LOEWENTHAL, Methods in Computational Physics Vol. 12,<br />

Ed. B.A. Bolt, pp.35-164, Academic Press (1972).<br />

4) J. ABOUDI, Modern Problems in Elastic Wave Propagation, Eds. J. Miklowitz<br />

and J.D. Achenbach, pp. 45-65, Wiley (1978).<br />

5) L.J. B<strong>ON</strong>D, Research Techniques in NDT Vol. 6, Ed. R.S. Sharpe,<br />

pp. 106-150, Academic Press (1983).

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