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Aluminium Design and Construction John Dwight

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e less; while in the assumed HAZ a reduced thickness of k z t is taken,<br />

where k z is the HAZ softening factor (Section 6.4).<br />

For design purposes the effective block width b e1 can be obtained<br />

from the following general expression:<br />

b e1 =� 1 �t (7.4)<br />

in which � 1 is a function of ß/� <strong>and</strong> � is as defined by equation (7.3). The<br />

value of � 1 may be calculated from the formula:<br />

(7.5)<br />

where �=ß/� <strong>and</strong> P 1 <strong>and</strong> Q 1 are given in Table 7.2.<br />

Figure 7.6 shows curves of � 1 plotted against � covering non-welded<br />

<strong>and</strong> edge-welded plates. Note that this design data, if expressed in<br />

terms of � m, would produce curves appropriately located (low down) in<br />

the scatter b<strong>and</strong> in Figure 7.3, taking advantage of post-buckled strength<br />

at high ß. It is based on the results of a parametric study by Mofflin,<br />

supported by tests [24], <strong>and</strong> also those of Little [31].<br />

The above treatment contrasts with the effective thickness approach<br />

in BS.8118. This is a less realistic model, in which the plate is assumed<br />

to be effective over its full width, but with a reduced thickness. When<br />

applied to non-welded plates, it gives the same predictions as ours. But<br />

for welded ones it tends to be unsafe, because it makes an inadequate<br />

correction for HAZ softening, or none at all at high ß.<br />

7.2.4 Slender outst<strong>and</strong>s<br />

We now turn to outst<strong>and</strong>s, again under uniform compression. For a<br />

slender non-welded outst<strong>and</strong> the stress pattern at collapse will be of<br />

the typical form shown by curve 1 in Figure 7.5, with the load mainly<br />

carried by the material at the inboard edge. The idealized pattern used<br />

in design is indicated by curve 2, with a fully effective stress block next<br />

to this edge <strong>and</strong> the tip material assumed ineffective. Our effective<br />

section is therefore as shown in figure diagram N (non-welded) or W<br />

(with an edge weld).<br />

The effective block width b eo may generally be obtained using a similar<br />

expression to that for internal elements, namely:<br />

b eo =� ° �t (7.6)<br />

where � ° is again a function of the plate slenderness <strong>and</strong> � is given by<br />

equation (7.3). Here � ° can be calculated from:<br />

where �=ß/e, <strong>and</strong> P ° <strong>and</strong> Q ° are as given in Table 7.2.<br />

Copyright 1999 by Taylor & Francis Group. All Rights Reserved.<br />

(7.7)

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