Estimate Kf and q for the steel shaft given in Ex. 6–6, p. 288.
Estimate Kf and q for the steel shaft given in Ex. 6–6, p. 288.
From Ex. 6–6, a steel shaft with Sut = 690 Mpa and a shoulder with a fillet of 3 mm was found to have a theoretical stress-concentration-factor of Kt=˙1.65. From Table 6–15,
Table 6–15 Heywood’s Parameter a and coefficients of variation CKf for steels
Coefficient of Variation CKf | a(mm),Sut in MPa | a(in),Sut in kpsi | Notch Type |
0.10 | 174/Sut | 5/Sut | Transverse hole |
0.11 | 139/Sut | 4/Sut | Shoulder |
0.15 | 104/Sut | 3/Sut | Groove |
a=Sut139=690139=0.2014mm
From Eq. (6–78),
Kf=1+Kt2(Kt−1)raKt (6–78)
Kf=1+Kt2(Kt−1)raKt=1+1.652(1.65−1)30.20141.65=1.51
which is 2.5 percent lower than what was found in Ex. 6–6.
From Table 6–15, CKf = 0.11. Thus from Eq. (6–79),
Kf=KfLN(1,CKf) (6–79)
Kf=1.51LN(1,0.11)
From Eq. (6–77), with Kt= 1.65
qˉσ^qCq=Kt−1Kˉf−1=Kt−1CKˉf=Kˉf−1CKˉf (6-77)
q=1.65−11.51−1=0.785
Cq=Kf−1CKfKf=1.51−10.11(1.51)=0.326
σ^q=Cqq=0.326(0.785)=0.256
So,
q = LN(0.785, 0.256)