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Aluminium Design and Construction John Dwight

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Figure 6.8 Extent (CC) of nominal HAZ for thin plate.<br />

6.5.2 Nominal HAZ<br />

In performing resistance calculations for welded members, the accepted<br />

practice is to use a nominal HAZ as an approximation to the true pattern<br />

of softening. In this, a weakened region of uniform strength is assumed<br />

adjacent to the weld, beyond which a step-change occurs to full parent<br />

strength.<br />

Figure 6.8 illustrates the nominal pattern for joints in thin plate, with<br />

the step-change occurring at C, midway between the points A <strong>and</strong> B in<br />

the true pattern. A similar principle applies to joints in thick plate, with<br />

an assumed zone of uniform softening bounded by a line C (Figure 6.9).<br />

6.5.3 One-inch rule<br />

The one-inch rule was devised by Hill, Clark <strong>and</strong> Brungraber of Alcoa,<br />

<strong>and</strong> has been widely used since the 1960s. It simply states that the<br />

nominal HAZ extends a distance 1 inch (25 mm) in every direction<br />

from an appropriate reference point in the weld. For an in-line butt, the<br />

reference position is the centre-line of the weld (Figure 6.10(a)), while<br />

for a fillet it is at the root (6.10(b)).<br />

With fillet welds on thick plate, the one-inch rule officially allows the<br />

HAZ boundary to be taken as an arc, as indicated in Figure 6.10(c). We<br />

believe this to be an unnecessary refinement that negates the simplicity of<br />

the rule, <strong>and</strong> instead would recommend the use of a square corner (as also<br />

Figure 6.9 Extent of nominal HAZ (line C) for thick plate.<br />

Copyright 1999 by Taylor & Francis Group. All Rights Reserved.

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