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Materials for engineering, 3rd Edition - (Malestrom)

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Determination of mechanical properties 51<br />

thick in order that most of the de<strong>for</strong>mation occurs under conditions of plane<br />

strain. Figure 2.11 illustrates the effect of specimen thickness on the measured<br />

value of the fracture toughness, K c : the fracture toughness can be halved as<br />

the stress conditions change from plane stress to plane strain with increasing<br />

specimen thickness. Once under plane strain, however, the value of the<br />

toughness becomes independent of the thickness and this value is referred to<br />

as K Ic , and is regarded as a material parameter. The corresponding value of<br />

G Ic may be calculated from equation [2.15].<br />

The two requirements of a relatively small plastic zone and plane strain<br />

conditions impose conditions upon the test-piece dimensions which have to<br />

be fulfilled in valid fracture toughness tests. These dimensions are always<br />

stated in the appropriate testing standards, e.g. BS 7448 (1991).<br />

In circumstances of extensive plasticity, an alternative toughness parameter<br />

has been proposed, namely the crack tip opening displacement (CTOD),<br />

usually given the symbol δ. The CTOD is obtained from the reading of a<br />

clip-gauge placed across the crack mouth and, under conditions of fracture,<br />

a critical value of δ c is determined. If the yield stress of the material is σ y , the<br />

toughness may then be obtained from the relation:<br />

G c = σ y δ c [2.18]<br />

2.6.1 The J integral<br />

There are types of material, e.g. elastomers, which behave in a non-linear<br />

elastic manner, i.e. their reversible stress–strain graph is curved. The energy<br />

Fracture toughness K c<br />

K lc<br />

Specimen thickness<br />

2.11 Change in fracture toughness with specimen thickness.

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