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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 />

268 Fracture and fatigue<br />

where E is Young’s modulus and s¢ f, e¢ f, b and c are considered to be material properties.<br />

It is worth noting that the first term of the right hand side is an elastic stress<br />

term which dominates at low loads and long lifetimes. The second term is a plastic<br />

strain term which dominates at high loads and short lifetimes.<br />

The strain–life approach is preferred over the S–N method since it is almost identical<br />

to the S–N approach at long lives and elastic stresses, and is more general for<br />

problems of short lives, high strains, high temperatures or localized plasticity at<br />

notches.<br />

The technique is:<br />

(1) determine the strains in the structure, often by finite element analysis;<br />

(2) identify the maximum local strain range, the ‘hot spot’ strain;<br />

(3) read, from the strain–life curve, the lifetime to first appearance of a crack at<br />

that strain at that position.<br />

Variable-amplitude loads are dealt with in the same way as in the S–N method, with<br />

the local hot spot strains and their associated lifetimes being determined for each<br />

block of loading.<br />

The strain–life, or local strain, method has wider use in fatigue assessments in the<br />

engineering industry than the S–N method and is available in commercial computer<br />

software.<br />

7.6.7 Fracture mechanics analysis<br />

Fatigue life assessment using fracture mechanics is based on the observed relationship<br />

between the change in the stress intensity factor, DK, and the rate of growth of<br />

fatigue cracks, da/dN. If experimental data for crack growth rates are plotted against<br />

DK on a logarithmic scale, an approximate sigmoidal curve results, as shown in Fig.<br />

7.13. Below a threshold stress intensity factor range, DK th, no growth occurs. For<br />

intermediate values of DK, the growth rate is idealized by a straight line. This<br />

approach was first formulated by Paris and Erdogan, 16 who proposed a power law<br />

relation of the form:<br />

da<br />

dN<br />

m<br />

= A( DK)<br />

(7.11)<br />

where da/dN is the crack extension per cycle, A, m are crack growth constants, and<br />

DK = Kmax - Kmin where K max and K min are the maximum and minimum stress intensities respectively<br />

in each cycle. Since the crack growth rate is related to DK raised to an exponent,<br />

it is important that DK should be known accurately if meaningful crack growth<br />

predictions are to be made.

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