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Aluminium Design and Construction John Dwight

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Table 6.1 HAZ softening factor for heat-treated material at MIG-welded joints<br />

Note. *The second row of values of 7xxx-series material in the T6 temper (shown in brackets) may be used<br />

when strict thermal control is exercised during welding (see Section 6.2).<br />

6.4.3 Work-hardened material<br />

For work-hardened material, it may be assumed that the material in<br />

region 1 of the HAZ has the same properties as those for annealed material<br />

(Figure 6.3). Also, there is no dip at point A. The softening factor may<br />

therefore be taken as follows:<br />

(6.2a)<br />

(6.2b)<br />

where f o , , f u are the 0.2% proof stress <strong>and</strong> tensile strength of parent metal,<br />

<strong>and</strong> f oo , f uo are the same in the annealed condition.<br />

6.5 EXTENT OF THE SOFTENED ZONE<br />

6.5.1 General considerations<br />

In the design of joints, one only needs to know the severity of softening<br />

in the HAZ. In member design, one must also know its extent, so that<br />

the total softened area at any critical cross-section can be determined.<br />

In discussing HAZ extent, two broad categories of welded joint may be<br />

recognized (Figure 6.6):<br />

1. long straight joints, comprising one or more welds, as used for<br />

assembling a fabricated member from its component parts;<br />

2. irregular attachment welds, as used for connections between members,<br />

or for securing local attachments, such as lugs, stiffeners, brackets, etc.<br />

In massive members with multi-pass welds, category 1 joints cause softening<br />

in only a small proportion of the total section, <strong>and</strong> have a minor effect<br />

on the resistance. For these, a very approximate estimate of the HAZ<br />

extent is acceptable. But for small members, containing single-pass welds,<br />

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

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