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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 />

272 Fracture and fatigue<br />

increase in fatigue life by a factor of 2.2 can be taken if controlled local machining<br />

or grinding is carried out.<br />

7.6.8.3 Weld toe remelting<br />

Weld toe remelting by TIG and plasma arc dressing are performed by remelting the<br />

toe region with a torch held at an angle of 50° or 90° to the plate (without the addition<br />

of filler material). The difference between TIG and plasma dressing is that the<br />

latter requires a higher heat input.<br />

Weld toe remelting can result in large increases in fatigue strength due to the<br />

effect of providing low contact angle in the transition area between the weld and<br />

the plate and by the removal of slag inclusions and undercuts at the toe.<br />

7.6.8.4 Hammer peening<br />

Improved fatigue properties of peened welds are obtained by extensive cold<br />

working of the toe region. These improved fatigue properties are due to:<br />

(1) introduction of high compressive residual stresses,<br />

(2) a flattening of crack-like defects at the toe,<br />

(3) an improved toe profile.<br />

It can be shown that weld improvement techniques greatly improve the fatigue life<br />

of weldments. For weldments subject to bending and axial loading, peening appears<br />

to offer the greatest improvement in fatigue life, followed by grinding and TIG<br />

dressing.<br />

7.6.9 Fatigue-resistant design<br />

The nature of fatigue is well understood and analytical tools are available to calculate<br />

the fatigue life of complex structures. The accuracy of any fatigue life calculation<br />

is highly dependent on a good understanding of the expected loading sequence<br />

during the whole life of a structure. Once a global pattern has been developed then<br />

a more detailed inspection of particular areas of a structure, where the effects of<br />

loading may be more important, due to the geometries of joints for example, should<br />

be carried out.<br />

Data have been gathered for many years on the performance of bridges, towers<br />

cranes and offshore structures where fatigue is a major design consideration. Codes<br />

of practice, such as BS 5400-10 and BS 7608, give details for the estimation of fatigue

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