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FIFTH CANADIAN CONFERENCE ON NONDESTRUCTIVE ... - IAEA

FIFTH CANADIAN CONFERENCE ON NONDESTRUCTIVE ... - IAEA

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Q.<br />

I<br />

CO<br />

zL 2<br />

(Ky)<br />

TYPICAL<br />

UNCERTAINTY<br />

0 20 40 60 80<br />

MAXIMUM BENDING STRESS (MPa)<br />

Figure 12: Peak to peak values of changes in radial fields measured at one pipe<br />

diameter as a function of maximum bending stress during two bending<br />

cycles of a demagnetised pipe.<br />

100 120<br />

i

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