Standard Handbook of Machine Design P16

- RECOMMENDED READING / 13.45.
- 13.1.1 Sparse Survey.
- 13.1.2 Constant-Stress-Level Testing.
- 13.1.3 Probit Method.
- 13.1.4 Coaxing.
- 13.1.5 Prot Method 1.
- 13.1.6 Up-Down Method 1.
- (From Ransom [13.5], with permission.).
- [13.4] and [13.5]..
- (13.5) gives or .
- 13.2 SNDIAGRAMFORSINUSOIDAL AND RANDOM LOADING.
- Figure 13.2 is a common example.
- 13.3 FATIGUE-STRENGTH MODIFICATION FACTORS.
- Figures and 13.6 are.
- Figure 13.6 represents axial fatigue.
- 13.3.1 Marin Surface Factor k a.
- Solution: From Table 13.2,.
- 13.3.2 Marin Size Factor k b.
- Table 13.3 gives useful relations.
- 107 d e in inches (13.12) k b.
- 107 d e in mm (13.13) For axial loading, k b = 1.
- Table 13.4 gives various expressions for k b .
- 13.3.3 Marin Loading Factor k c.
- fc c = oS£(l,C) (13.14).
- 13.3.4 Marin Temperature Factor k d.
- K, £0±£fi» (13.16).
- TABLE 13.7 Torsional Loading, k c.
- TABLE 13.8 Heywood's Parameters, Eq.
- (13.16), Stress Concentration.
- (13.19).
- 13.3.6 Miscellaneous-Effects Modification Factor k e.
- 13.3.7 Correlation Method.
- b S ut (13.20).
- S^=Cb 1 X (13.21).
- (13.23) Eq.
- (13.8) Eq.
- (13.25) Eq.
- (13.15).
- (13.16).
- Table 13.8 Table 13.8 Table 13.8.
- (13.13) Table 13.5 Table 13.5 Table 13.5.
- (13.30) S ut H B ± 5 kpsi (for gray cast iron).
- (13.12),.
- (13.9), k b = 0.879(1.
- (13.14),.
- (13.15),.
- (13.17),.
- 13.12,.
- (13.19), (Kf g.
- From Table 13.8, C Kf = 0.15.
- 13.4 FLUCTUATINGSTRESS.
- 13.13..
- 13.14.
- S = S a = /y e _ (13.37).
- 13.15..
- (13.16),.
- (13.9), k fl From Eq.
- (13.12), k b .
- (13.13),.
- (13.37), o .
- (13.38),.
- (13.32)].
- (13.42).
- (13.43).
- 13.5 COMPLICATEDSTRESS-VARIATION PATTERNS.
- (13.31).
- 13.160.
- 13.16&.
- 13.16Z?, iden-.
- FIGURE 13.16.
- (13.42),.
- (13.43), a.
- (13.44),.
- (13.33),.
- 13.6 STRENGTHATCRITICALLOCATIONS.
- 13.17.
- 13.18.
- 13.19 (see Chap.
- (13.45).
- (13.45) can be written as.
- Table 13.14 can be constructed.
- 13.21.
- (13.47).
- (13.46).
- 13.24,.
- T~ b e b + ~T~~Tr (13.51) u H.
- 13.8 SURFACEFATIGUE.
- (13.56) L \ \bj b].
- K g = ^sin$ (13.61).
- 25 (13.65).
- [F 23 (Kc + ^)]JS x (13.68) Vw.
- 25 (13.69).
- 13.10 H.
- 13.11 C.
- 13.12 R.
- 13.13 A.
- 13.14 E.
- 13.15 C.
- 13.16 G Sines and J.
- 13.17 H

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