Environmental Engineering Reference
In-Depth Information
Residual
Strength
σ
u
σ
max
Fatigue
Failure
σ
min
N
f
(a)
Number of Cycles, N
Average
Fatigue
Limit
σ
fl
Design
line
Run-out
Number of Cycles to Failure, N
f
(b)
Figure 10: Description of fatigue of materials experiencing damage. (a) The num-
ber of cycles to failure,
N
f
, is determined by cycling specimens to a pre-
selected maximum stress,
s
max
. (b) A schematics of an S-N curve,
which is the relationship between the maximum applied stress and the
number of cycled to failure.
Sa
m
ple: Opti
m
at, UD2, R=0.1, Fatigue test
R = 0
.
10
R = 0
.
10 r
u
n
o
ut
Pow
e
r (S i
n
d
e
p
e
n
d
e
n
t)
Lowe
r
95
%
co
n
fi.
1.20
1.00
0.80
0.60
0.40
0.20
0.00
1000
10000
100000
1000000
10000000
Number of cycles to faliure
Figure 11: S-N curve for tension-tension fatigue of a glass fi ber/epoxy composite [40].
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