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Callister - An introduction - 8th edition

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244 • Chapter 8 / Failure<br />

EXAMPLE PROBLEM 8.1<br />

Maximum Flaw Length Computation<br />

A relatively large plate of a glass is subjected to a tensile stress of 40 MPa. If<br />

the specific surface energy and modulus of elasticity for this glass are 0.3 J/m 2<br />

and 69 GPa, respectively, determine the maximum length of a surface flaw<br />

that is possible without fracture.<br />

Solution<br />

To solve this problem it is necessary to employ Equation 8.3. Rearrangement<br />

of this expression such that a is the dependent variable, and realizing that<br />

40 MPa, s 0.3 J/m 2 , and E 69 GPa, leads to<br />

a 2Eg s<br />

ps 2<br />

122169 109 N/m 2 210.3 N/m2<br />

p140 10 6 N/m 2 2 2<br />

8.2 10 6 m 0.0082 mm 8.2 mm<br />

Fracture toughness—<br />

dependence on<br />

critical stress for<br />

crack propagation<br />

and crack length<br />

fracture toughness<br />

Fracture Toughness<br />

Furthermore, using fracture mechanical principles, an expression has been developed<br />

that relates this critical stress for crack propagation ( c ) and crack length (a) as<br />

K c Ys c 2pa<br />

(8.4)<br />

In this expression K c is the fracture toughness, a property that is a measure of a<br />

material’s resistance to brittle fracture when a crack is present. Worth noting is that<br />

K c has the unusual units of MPa1m or psi1in. (alternatively, ksi1in. ). Furthermore,<br />

Y is a dimensionless parameter or function that depends on both crack and<br />

specimen sizes and geometries as well as the manner of load application.<br />

Relative to this Y parameter, for planar specimens containing cracks that are<br />

much shorter than the specimen width, Y has a value of approximately unity. For<br />

example, for a plate of infinite width having a through-thickness crack (Figure 8.9a),<br />

Figure 8.9 Schematic<br />

representations of (a) an<br />

interior crack in a plate of<br />

infinite width and (b) an<br />

edge crack in a plate of<br />

semi-infinite width.<br />

2a<br />

a<br />

(a)<br />

(b)

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