Page 370 - Shigley's Mechanical Engineering Design
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                                                                               Fatigue Failure Resulting from Variable Loading  345
                                                2   Modify S to determine S e .

                                                           e
                                               p. 287                    S e = k a k b k c k d k e k f S       (6–18)
                                                                                         e
                                                                             k a = aS b                        (6–19)
                                                                                    ut
                       Table 6–2                                             Factor a           Exponent

                       Parameters for Marin     Surface Finish         S ut , kpsi  S ut , MPa      b
                       Surface Modification      Ground                    1.34         1.58      −0.085
                       Factor, Eq. (6–19)       Machined or cold-drawn    2.70         4.51      −0.265
                                                Hot-rolled               14.4         57.7       −0.718
                                                As-forged                39.9        272.        −0.995


                                               Rotating shaft. For bending or torsion,
                                                              ⎧
                                                              ⎪ (d/0.3) −0.107  = 0.879d −0.107  0.11 ≤ d ≤ 2in
                                                              ⎪
                                                              ⎪
                                                              ⎪      −0.157
                                                                0.91d                    2 < d ≤ 10 in
                                                              ⎨
                                               p. 288     k b =                                                (6–20)
                                                              ⎪ (d/7.62) −0.107  = 1.24d −0.107  2.79 ≤ d ≤ 51 mm
                                                              ⎪
                                                              ⎪
                                                                1.51d                    51 < 254 mm
                                                              ⎪      −0.157
                                                              ⎩
                                               For axial,
                                                                               k b = 1                         (6–21)
                                               Nonrotating member. Use Table 6–3, p. 290, for d e and substitute into Eq. (6–20)
                                               for d.
                                                                            ⎧
                                                                            ⎪ 1     bending
                                                                            ⎨
                                               p. 290                   k c =  0.85 axial                      (6–26)
                                                                            ⎪
                                                                              0.59 torsion
                                                                            ⎩
                                               p. 291 Use Table 6–4 for k d, or
                                                                                 −3
                                                                                                −5
                                                              k d = 0.975 + 0.432(10 )T F − 0.115(10 )T F 2
                                                                               3
                                                                           −8
                                                                  + 0.104(10 )T − 0.595(10 −12 )T 4            (6–27)
                                                                               F              F
                                               pp. 292–293, k e
                       Table 6–5
                                                Reliability, %    Transformation Variate z a     Reliability Factor k e
                       Reliability Factor k e      50                       0                           1.000
                       Corresponding to            90                       1.288                       0.897
                       8 Percent Standard          95                       1.645                       0.868
                       Deviation of the            99                       2.326                       0.814
                       Endurance Limit             99.9                     3.091                       0.753

                                                   99.99                    3.719                       0.702
                                                   99.999                   4.265                       0.659
                                                   99.9999                  4.753                       0.620
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