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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

200<br />

., 150<br />

U<br />

'a<br />

0.<br />

E 100<br />

0.<br />

Ca<br />

C)<br />

50<br />

-100 -80 -60 -40 -20 0<br />

20 40 60 80 100 120 140 160<br />

Test temperature, °C<br />

Fracture 251<br />

0.8% carbon<br />

Fig. 7.3 The effect of temperature and carbon content on the impact energy of ferritic steels<br />

An important feature of ferritic steels is the transition temperature between<br />

ductile and brittle fracture. Understanding the factors which influence the transition<br />

temperature allows designers to be able to select a material which will be<br />

ductile at the required operating temperatures for a given structure. The traditional<br />

procedure for assessing the ductile to brittle transition in steels is by impact testing<br />

small notched beams. 1 The energy absorbed during the fracture process is a measure<br />

of the toughness of the material and varies from a low value at low temperatures<br />

to a high value as the temperature is raised. The characteristic shape of the impact<br />

energy–temperature graph has led to the terminology of the upper and lower shelf.<br />

The low temperature, brittle behaviour is often referred to as the lower shelf and<br />

the high temperature, ductile behaviour the upper shelf.<br />

The Charpy V-notch test 1 is the most popular impact testing technique and is<br />

described later in this chapter. The transition in impact toughness values obtained<br />

from Charpy tests on carbon steels at different temperatures is shown in Fig. 7.3.<br />

BS EN 10025 2 gives temperatures for minimum toughness values to be obtained for<br />

a range of structural steel grades. Impact transition curves are a simple way of defining<br />

the effect that variables such as heat treatment, alloying elements and effects of<br />

welding have on the fracture behaviour of a steel. Charpy values are useful for<br />

quality control but more sophisticated tests 3,4 are required if the full performance<br />

of a material is to be exploited.<br />

An understanding of the fracture behaviour of steel is particularly important<br />

when considering welded structures. Welding can considerably reduce the toughness<br />

of plate in regions close to the fusion line and introduce defects in the weld

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