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Aluminium Design and Construction John Dwight

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Figure 11.5 Weld failure planes: (A) weld metal; (B) fusion boundary; (C) HAZ.<br />

For each of these there are three possible planes on which failure can<br />

occur (Figure 11.5):<br />

A. Joint failure in the weld metal;<br />

B. Joint failure in the HAZ at the edge of the weld deposit, known as<br />

fusion boundary failure;<br />

C. Failure in the HAZ at a small distance from the actual weld. This<br />

mainly applies to heat-treated 7xxx-series material for which there is<br />

a dip in the HAZ properties at the position concerned (Figure 6.2).<br />

The resistance must be checked on all three planes, except with a full<br />

penetration butt under transverse compression for which it is only<br />

necessary to consider plane C. Note that failure on plane C has already<br />

been covered under member design in Chapters 8 <strong>and</strong> 9. Here we just<br />

consider A <strong>and</strong> B.<br />

11.3.2 Basic checking procedure<br />

Looking first at the loading cases (a) <strong>and</strong> (b), the basic procedure for<br />

checking a weld against failure on plane A or B is as follows:<br />

1. Find the force P – (transverse or longitudinal) transmitted per unit length<br />

of weld, when factored loading acts on the structure (Section 11.3.3).<br />

2. Obtain values of the calculated resistance P – c per unit length of weld<br />

(transverse or longitudinal as relevant), corresponding to weld metal<br />

failure (Section 11.3.4) <strong>and</strong> fusion boundary failure (Section 11.3.5).<br />

3. The weld is acceptable if, at any position along its length, the following<br />

is satisfied for both the possible failure planes:<br />

(11.11)<br />

where � m is the material factor (Section 5.1.3). Weld strength is notoriously<br />

difficult to predict, <strong>and</strong> a designer should resist the temptation to use<br />

too low a value for � m . British St<strong>and</strong>ard BS.8118 requires it to be taken<br />

in the range 1.3–1.6 for welded joints, depending on the level of control<br />

exercized in fabrication. The value � m =1.3 is permitted when the procedure<br />

meets normal quality welding, as laid down in Part 2 of the BS.8118<br />

(Section 3.3.5).<br />

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

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