Environmental Engineering Reference
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σ 1
σ 2 > σ 1
σ 2
a 1
d ()
d a
d ()
d a
, σ 2
a 2
a 1 , σ 2
a 0
Cycles, N
Region I
Region II
Region III
￿ ￿ ￿ ￿ ￿ ￿
Stress intensity factor range,
Δ
K (in log scale)
1. 8 (a) Crack extension with number of cycles and (b) log-log plot of
d a /d N vs Δ K .
In Equation [1.14], Y is the geometric factor which is a function of a / w ( a
is crack length and w is specimen width).
Stage I corresponds to formation of a fi ne crack from surface defects (such
as scratches, key ways, stress concentrations) with slow initial propagation
along specifi c crystallographic directions covering few grains before the
growth enters stage II where the crack propagates at a relatively faster rate
and on a plane perpendicular to the loading direction. In general, persistent
slip bands (PSBs), beach marks and fatigue striations (Fig. 1.9a and 1.9b)
 
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