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Aluminium Design and Construction John Dwight

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Figure 10.3 Plastic bending with axial load. NA=neutral axis. Hatched areas carry the<br />

moment.<br />

A similar approach is used for the other symmetrical case, namely<br />

when M acts about an axis perpendicular to ss (Figure 10.3(b)). In defining<br />

region 2, it is merely necessary that, apart from having the right area (to<br />

carry � m P), it should be so located that regions 1 <strong>and</strong> 3 are of equal area.<br />

Figure 10.3(c) shows an example of unsymmetrical bending, where<br />

the moment M acts about an axis mm inclined at � to the major principal<br />

axis of a bisymmetric section, again in combination with P. In this case,<br />

the modified plastic modulus, which we denote by S pm , is a function of<br />

P <strong>and</strong> �. Two parameters (w, z) are now needed to define the neutral axis<br />

nn, as shown, <strong>and</strong> these may be found from the requirements that: (1)<br />

region 2 must have the right area, <strong>and</strong> (2) the values of S x <strong>and</strong> S y provided<br />

by regions 1 <strong>and</strong> 3 (hatched areas) must satisfy equation (10.4). Having<br />

thus located nn, <strong>and</strong> the extent of the three regions, the required value<br />

of S pm is found by using an expression equivalent to equation (10.5).<br />

An identical approach can be used for a skew-symmetric profile,<br />

where again two parameters are sufficient to define nn. The same principles<br />

apply to other shapes (monosymmetric, asymmetric), but the working<br />

becomes more laborious.<br />

10.2.4 Plastic modulus of the effective section<br />

The plastic modulus should when necessary be based on an effective<br />

section, rather than the gross one, to allow for HAZ softening at welds<br />

<strong>and</strong> for holes (Section 8.2.4). In considering the HAZ effects, alternative<br />

methods 1 <strong>and</strong> 2 are available (Section 6.6.1).<br />

In method 1, we take a reduced or effective plate thickness kz2t in<br />

each nominal HAZ region, instead of the actual thickness, <strong>and</strong> calculate<br />

S accordingly.<br />

Method 2 is convenient for a section just containing longitudinal welds.<br />

For bending about an axis of symmetry, it consists of first obtaining S for<br />

the gross section, <strong>and</strong> then deducting an amount yAz (1-kz2 ) at each HAZ due<br />

to the ‘lost area’ there, where Az is the nominal softened area <strong>and</strong> y the<br />

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

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