Materials for engineering, 3rd Edition - (Malestrom)
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3<br />
Metals and alloys<br />
3.1 General strengthening mechanisms: the effect<br />
of processing<br />
The strength of a crystal may be assessed either by its resistance to cleavage,<br />
by the application of normal stresses across the cleavage plane, or by its<br />
resistance to shear under the action of shear stresses on the slip plane. It is<br />
possible to make an estimate of these strengths <strong>for</strong> ideal, or perfect crystals,<br />
but a large discrepancy is found between these values and those measured<br />
experimentally. In pure materials, real strengths are several orders of magnitude<br />
lower than their theoretical strengths – cleavage occurs due to the presence<br />
of cracks in brittle solids and shear occurs due to the presence of mobile<br />
dislocations in ductile solids. The local displacement (b) associated with a<br />
given dislocation is known as its Burgers vector.<br />
Dislocations are linear defects which are always present in technical<br />
materials, usually in the <strong>for</strong>m of a three-dimensional network. Dislocation<br />
density (ρ) is usually expressed as the length of dislocation line per unit<br />
volume of crystal or, its geometrical equivalent, the number of dislocations<br />
intersecting the unit area. In a reasonably perfect crystal, the value of ρ<br />
might be of the order 10 9 m –2 . Their number per unit length will there<strong>for</strong>e be<br />
ρ 1/2 and their average separation will be the reciprocal of this quantity,<br />
giving ~30 µm <strong>for</strong> the dislocation density considered.<br />
3.1.1 Work hardening<br />
As a crystal is de<strong>for</strong>med, dislocations multiply and the dislocation density<br />
rises. The dislocations interact elastically with each other and the average<br />
spacing of the dislocation network decreases. The shear yield strength (τ) of<br />
a crystal containing a network of dislocations of density ρ is given by:<br />
τ = αGb(ρ 1/2 ) [3.1]<br />
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