aluminium in commercial vehicles - European Aluminium Association
aluminium in commercial vehicles - European Aluminium Association
aluminium in commercial vehicles - European Aluminium Association
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EUROPEAN ALUMINIUM ASSOCIATION ALUMINIUM IN COMMERCIAL VEHICLES CHAPTER VI 61<br />
The stress <strong>in</strong> an <strong>alum<strong>in</strong>ium</strong> structure<br />
designed accord<strong>in</strong>g to<br />
deflec tion criteria is very often<br />
low. In the follow<strong>in</strong>g example a<br />
steel beam, IPE 240 is compared<br />
with an <strong>alum<strong>in</strong>ium</strong> beam I 330 x<br />
200 x 6 x 10 (both beams are<br />
shown <strong>in</strong> the table VI.1). The<br />
deflection criterion is 1/250 of<br />
span (24 mm), the span is 6000<br />
mm and the load is 11.6 kN/m. In<br />
the Figure VI.1. the stress-stra<strong>in</strong><br />
curves for steel S355 and <strong>alum<strong>in</strong>ium</strong><br />
EN AW-6082 T6 is<br />
shown. The stress and stra<strong>in</strong> for<br />
both the steel and <strong>alum<strong>in</strong>ium</strong><br />
beam is also shown. With the<br />
same deflection, the same load<br />
and the same span, the steel<br />
beam has a bend<strong>in</strong>g stress of<br />
161 MPa while the <strong>alum<strong>in</strong>ium</strong><br />
beam has a bend<strong>in</strong>g stress of 73<br />
MPa. This is the maximum stress<br />
when the deflection is 24 mm for<br />
both beams.<br />
STRESS COMPARISON BETWEEN ALUMINIUM AND STEEL BEAMS<br />
300<br />
200<br />
161<br />
100<br />
73<br />
‰<br />
σ (Mpa)<br />
0,077<br />
0,105<br />
FIGURE VI.1<br />
S355<br />
EN AW-6082 T6<br />
ε (%)<br />
0,1 0,2 0,3 0,4 0,5 0,6 0,7<br />
Additional comparison of weight-optimized beams are also given <strong>in</strong><br />
Chapter III, section 2.1<br />
‰