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                                                                               Fatigue Failure Resulting from Variable Loading  289
                                               here employs an equivalent diameter d e obtained by equating the volume of material
                                               stressed at and above 95 percent of the maximum stress to the same volume in the
                                               rotating-beam specimen. 16  It turns out that when these two volumes are equated,
                                               the lengths cancel, and so we need only consider the areas. For a rotating round section,
                                               the 95 percent stress area is the area in a ring having an outside diameter d and an inside
                                               diameter of 0.95d. So, designating the 95 percent stress area A 0.95σ , we have
                                                                         π  2         2          2
                                                                 A 0.95σ =  [d − (0.95d) ] = 0.0766d           (6–22)
                                                                         4
                                               This equation is also valid for a rotating hollow round. For nonrotating solid or hollow
                                               rounds, the 95 percent stress area is twice the area outside of two parallel chords hav-
                                               ing a spacing of 0.95d, where d is the diameter. Using an exact computation, this is

                                                                         A 0.95σ = 0.01046d 2                  (6–23)
                                               With d e in Eq. (6–22), setting Eqs. (6–22) and (6–23) equal to each other enables us to
                                               solve for the effective diameter. This gives

                                                                            d e = 0.370d                       (6–24)
                                               as the effective size of a round corresponding to a nonrotating solid or hollow round.
                                                  A rectangular section of dimensions h × b has  A 0.95σ = 0.05hb. Using the same
                                               approach as before,
                                                                                       1/2
                                                                          d e = 0.808(hb)                      (6–25)
                                                  Table 6–3 provides  A 0.95σ areas of common structural shapes undergoing non-
                                               rotating bending.




                             EXAMPLE 6–4       A steel shaft loaded in bending is 32 mm in diameter, abutting a filleted shoulder 38 mm
                                               in diameter.  The shaft material has a mean ultimate tensile strength of 690 MPa.
                                               Estimate the Marin size factor k b if the shaft is used in
                                               (a) A rotating mode.
                                               (b) A nonrotating mode.

                                    Solution   (a) From Eq. (6–20)

                                                                       d    −0.107     32    −0.107
                                     Answer                    k b =           =             = 0.858
                                                                     7.62          7.62
                                               (b) From Table 6–3,
                                                                   d e = 0.37d = 0.37(32) = 11.84 mm
                                               From Eq. (6–20),
                                                                                  −0.107
                                                                            11.84
                                     Answer                           k b =            = 0.954
                                                                            7.62




                                               16 See R. Kuguel, “A Relation between Theoretical Stress-Concentration Factor and Fatigue Notch Factor
                                               Deduced from the Concept of Highly Stressed Volume,” Proc. ASTM, vol. 61, 1961, pp. 732–748.
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