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Materials for engineering, 3rd Edition - (Malestrom)

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64<br />

<strong>Materials</strong> <strong>for</strong> <strong>engineering</strong><br />

III<br />

a<br />

log d d<br />

t<br />

II<br />

I<br />

K I EAC K K Ic<br />

2.21 Diagram showing three stages of environment-assisted cracking<br />

under sustained loading in an aggressive atmosphere. Lower and<br />

upper K limits of plot determined by K I EAC and K Ic , respectively.<br />

2.7.5 Time-dependent elastic properties<br />

Vibrating solids<br />

If a material is loaded elastically to a stress σ, the stored elastic energy per<br />

unit volume is:<br />

∫<br />

σ max<br />

U = σde<br />

0<br />

If it is loaded and then unloaded it dissipates an energy<br />

∆U<br />

= de<br />

∫ σ<br />

The specific damping capacity D is defined by the ratio:<br />

D = ∆U/U [2.32]<br />

Another measure of damping is the logarithmic decrement δ which is the<br />

log of the ratio of successive amplitudes of natural vibration of the solid. The<br />

effect arises because the elastic <strong>for</strong>ces acting may also assist thermal energy

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