From the given stresses,
σa=260−(−20)=40 kpsi
σm=260+(−20)=20 kpsi
(a) For the modified Goodman criterion, Eq. (6–46), the fatigue factor of safety based on infinite life is
mod-Goodman Seσa=Sutσm=n1 (6–46)
nf=Seσa+Sutσm1 =4040+80201=0.8
This indicates a finite life is predicted. The S-N diagram is only applicable for completely reversed stresses. To estimate the finite life for a fluctuating stress, we will obtain an equivalent completely reversed stress that is expected to be as damaging as the fluctuating stress. A commonly used approach is to assume that since the modified Goodman line represents all stress situations with a constant life of 106 cycles, other constant-life lines can be generated by passing a line through (sut,0) and a fluctuating stress point (σm,σa).
The point where this line intersects the σaaxis represents a completely reversed stress (since at this point σm=0 ), which predicts the same life as the fluctuating stress.
This completely reversed stress can be obtained by replacing Se withσrev in Eq. (6–46)for the modified Goodman line resulting in
σrev=1−Sutσmσm=1−802040=53.3 kpsi
From the material properties, Eqs. (6–14)to (6–16), p. 285, give
a=(fSut)2/Se (6–14)
b=−log(fSut/Se)/3 (6–15)
N=(σrev/a)1/b(6–16)
a=Se(fSut)2=40[0.9(80)]2=129.6 kpsi
b=−31log(SefSut)=−31log[400.9(80)]=−0.0851
N=(aσrev)1/b=(129.6σrev)−1/0.0851 (1)
Substituting σrev into Eq. (1) yields
N=(129.653.3)−1/0.0851=3.4(104) cycles
(b) For Gerber, similar to part (a), from Eq. (6–47),
Gerber Senσa+(Sutnσm)2=1
σrev=1−(Sutσm)2σa=1−(8020)240=42.7 kpsi
Again, from Eq. (1),
N=(129.642.7)−1/0.0851=4.6(105)cycles
Comparing the answers, we see a large difference in the results.
Again, the modified Goodman criterion is conservative as compared to Gerber for which the moderate difference in Sf is then magnified by a logarithmic S, N relationship.