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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 />

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