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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