Page 345 - Shigley's Mechanical Engineering Design
P. 345

bud29281_ch06_265-357.qxd  11/30/2009  4:23 pm  Page 320 pinnacle s-171:Desktop Folder:Temp Work:Don't Delete (Jobs):MHDQ196/Budynas:







                 320   Mechanical Engineering Design
                  Figure 6–32
                                            400
                  Designer’s fatigue diagram for
                  Ex. 6–14.                '  300
                                           Von Mises amplitude stress component   a , MPa  200  104.2  Gerber  r = 0.28









                                            165

                                            100




                                             0  85.5
                                                                             305          440   500
                                                                                 '
                                                            Von Mises steady stress component   , MPa
                                                                                 m

                                          The first-cycle yield factor of safety is

                                Answer                            n y =  S y  =  370  = 3.50
                                                                       σ     105.6
                                                                        a
                                          There is no localized yielding; the threat is from fatigue. See Fig. 6–32.
                                          (b) This part asks us to find the factors of safety when the alternating component is due
                                          to pulsating torsion, and a steady component is due to both torsion and bending. We
                                          have T a = (160 − 20)/2 = 70 N · m and T m = (160 + 20)/2 = 90 N · m. The corre-
                                          sponding amplitude and steady-stress components are
                                                                              −3
                                                           T a D      70(42)(10 )         6
                                                  τ xya = K fs  = 1.61        −9  = 15.3(10 )Pa = 15.3MPa
                                                           2J net     2(155)(10 )
                                                                              −3
                                                           T m D      90(42)(10 )         6
                                                  τ xym = K fs  = 1.61        −9  = 19.7(10 )Pa = 19.7MPa
                                                           2J net     2(155)(10 )
                                          The steady bending stress component σ xm is
                                                            M m          150            6
                                                   σ xm = K f   = 2.07      −6  = 93.8(10 )Pa = 93.8MPa
                                                            Z net     3.31(10 )
                                          The von Mises components σ and σ are


                                                                  a     m
                                                                        2 1/2
                                                             σ = [3(15.3) ]  = 26.5MPa

                                                              a
                                                                      2
                                                                               2 1/2
                                                            σ = [93.8 + 3(19.7) ]  = 99.8MPa

                                                             m
                                          From Table 6–7, p. 307, the fatigue factor of safety is
                                                                     ⎧                       ⎫

                                                                2

                                                        1  440   26.5  ⎨          2(99.8)165  2⎬

                                Answer             n f =               −1 +   1 +               = 3.12
                                                        2  99.8   165 ⎩            440(26.5)  ⎭
   340   341   342   343   344   345   346   347   348   349   350