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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 />

Materials testing for fracture properties 259<br />

Fig. 7.7 Typical fracture toughness test specimens. (a) Three-point bend beam; (b) compact<br />

tension specimen<br />

tension specimen (see Fig. 7.7) is cyclically loaded within prescribed limits until a<br />

sharp fatigue crack is formed. The specimen is then subjected to a displacementcontrolled<br />

monotonic loading until either brittle fracture occurs or a prescribed<br />

maximum force is reached. The applied force is plotted against displacement and,<br />

provided specific validity criteria are met, a plane strain K Ic may be found by analysis<br />

of the data. When the validity criteria are not met, the data may be re-analysed<br />

to evaluate a critical CTOD or critical J for that material. The determination of<br />

critical CTOD requires the relationship between applied load and the opening of<br />

the mouth of the crack, measured using a clip gauge. Critical J calculations need the<br />

load against load line displacement response, so the detailed arrangements of the<br />

two types of test are slightly different.<br />

The specimen size requirements for a valid K Ic are that:<br />

Ê K<br />

thickness, width and ligament ≥ 2.5Á<br />

Ë s<br />

The size requirements for the J value to be valid are that:<br />

Ê<br />

thickness, width and ligament ≥ 25Á Ë<br />

J<br />

s<br />

Ic<br />

y<br />

Ic<br />

y<br />

ˆ<br />

˜<br />

¯<br />

(7.6)<br />

(7.7)<br />

This implies that significantly smaller specimens are required for critical J value tests<br />

than for KIc tests.<br />

ˆ<br />

˜<br />

¯<br />

2

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