Chapter 6
Q. 6.3
Determining Fatigue Stress-Concentration Factors
Problem A rectangular, stepped bar similar to that shown in Figure 4-36 (p. 190) is to be loaded in bending. Determine the fatigue stress-concentration factor for the given dimensions.
Given Using the nomenclature in Figure 4-36, D = 2, d = 1.8, and r = 0.25. The material has S_{ut} = 100 kpsi.

Step-by-Step
Verified Solution
1 The geometric stress-concentration factor K_{t} is found from the equation in Figure 4-36:
K_t=A\left(\frac{r}{d}\right)^b (a)
where A and b are given in the same figure as a function of the D/d ratio, which is 2 / 1.8 = 1.111. For this ratio, A = 1.014 7 and b = –0.217 9, giving
K_t=1.0147\left(\frac{0.25}{1.8}\right)^{-0.2179}=1.56 (b)
2 The notch sensitivity q of the material can be found by using the Neuber factor \sqrt{a} from Figure 6-35 and Tables 6-6 to 6-8 in combination with equation 6.13 (p. 345), or by reading q directly from Figure 6-36. We will do the former. The Neuber factor from Table 6-6 for S_{ut} = 100 kpsi is 0.062. Note that this is the square root of a:
q=\frac{1}{1+\frac{\sqrt{a}}{\sqrt{r}}} (6.13)
q=\frac{1}{1+\frac{\sqrt{a}}{\sqrt{r}}}=\frac{1}{1+\frac{0.062}{\sqrt{0.25}}}=0.89 (c)
3 The fatigue stress-concentration factor can now be found from equation 6.11b (p. 343):
K_f=1+q\left(K_t-1\right) (6.11b)
K_f=1+q\left(K_t-1\right)=1+0.89(1.56-1)=1.50 (d)
4 The files EX06-03 are on the CD-ROM.
Table 6-6 Neuber’s Constant for Steels |
|
S _{ ut }( ksi ) | \sqrt{a}\left(\operatorname{in}^{0.5}\right) |
50 | 0.130 |
55 | 0.118 |
60 | 0.108 |
70 | 0.093 |
80 | 0.080 |
90 | 0.070 |
100 | 0.062 |
110 | 0.055 |
120 | 0.049 |
130 | 0.044 |
140 | 0.039 |
160 | 0.031 |
180 | 0.024 |
200 | 0.018 |
220 | 0.013 |
240 | 0.009 |
Table 6-7 Neuber’s Constant for Annealed Aluminum |
|
S _{ ut }( kpsi ) | \sqrt{a}\left(\operatorname{in}^{0.5}\right) |
10 | 0.500 |
15 | 0.341 |
20 | 0.264 |
25 | 0.217 |
30 | 0.180 |
35 | 0.152 |
40 | 0.126 |
45 | 0.111 |
Table 6-8 Neuber’s Constant for Hardened Aluminum |
|
S _{ ut }( kpsi ) | \sqrt{a}\left(\operatorname{in}^{0.5}\right) |
15 | 0.475 |
2 | 0.380 |
30 | 0.278 |
40 | 0.219 |
50 | 0.186 |
60 | 0.162 |
70 | 0.144 |
80 | 0.131 |
90 | 0.122 |


