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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 />

7.3 Elastic–plastic fracture mechanics<br />

The need to consider fracture resistance of materials outside the limits of validity<br />

of plane strain linear elastic fracture mechanics (LEFM) is important for most engineering<br />

designs. To obtain valid KIc results for relatively tough materials it would<br />

be necessary to use a test piece of dimensions so large that they would not be representative<br />

of the sections actually in use.<br />

Historically, the approaches to fracture mechanics when significant plasticity has<br />

occurred have been to consider either the crack tip opening displacement or the<br />

J-integral. The current British Standard on fracture mechanics toughness tests, BS<br />

7448: Part 1: 1991, describes how a single approach to linear elastic and general yielding<br />

fracture mechanics tests can be adopted. 4<br />

Significant yielding at a crack tip leads to the physical separation of the surfaces<br />

of a crack, and the magnitude of this separation is termed the crack tip opening displacement<br />

(CTOD), and has been given the symbol d.The CTOD approach enables<br />

critical toughness test measurements to be made in terms of dc, and then applied to<br />

determine allowable defect sizes for structural components.<br />

The J-integral is a mathematical expression that may be used to characterize the<br />

local stress and strain fields around a crack front. Like the CTOD, the J-integral<br />

simplifies to be consistent with the stress intensity factor approach when the conditions<br />

for linear elastic fracture mechanics prevail. When non-linear conditions<br />

dominate either CTOD or J are useful parameters for characterizing the crack tip<br />

fields.<br />

The relationships between KI, d and JI under linear elastic conditions are<br />

J G K<br />

2<br />

I<br />

I = I = 1 -v<br />

E<br />

2 KI<br />

d =<br />

s E<br />

2 ( )<br />

in plane strain<br />

Elastic–plastic fracture mechanics 255<br />

(7.4)<br />

(7.5)<br />

where GI is the strain energy release rate, which was the original, energy based<br />

approach to studying fracture.<br />

In all cases, either linear elastic or general yielding, there is a parameter that<br />

describes the loading state of a cracked body. This might be KI, d or JI as appropriate<br />

to the conditions. The limiting case for a particular material is the critical value<br />

at which failure occurs. Under elastic conditions this is the sudden fracture event,<br />

and the material property is KIc. Under elastic–plastic conditions, failure is not<br />

usually rapid, and the critical condition, dc or JIc, is usually associated with the onset<br />

of the ductile fracture process.<br />

The assessment of flaws in fusion welded structures is covered by BS 7910: 1999, 9<br />

Y<br />

which allows the use of material fracture toughness values in the form of KIc, dc or<br />

JIc. In the absence of genuine fracture mechanics derived toughness data, estimates<br />

of KIc may be made from empirical correlations with Charpy V-notch impact energies.<br />

Caution should be exercised when doing so as the degree of fit of the correlations<br />

tends to be poor.

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