Page 375 - Shigley's Mechanical Engineering Design
P. 375

bud29281_ch06_265-357.qxd  11/30/2009  4:24 pm  Page 350 pinnacle s-171:Desktop Folder:Temp Work:Don't Delete (Jobs):MHDQ196/Budynas:







                 350   Mechanical Engineering Design
                                 6–20     A bar of steel has the minimum properties S e = 40 kpsi, S y = 60 kpsi, and S ut = 80 kpsi. The
                                          bar is subjected to a steady torsional stress of 15 kpsi and an alternating bending stress of 25 kpsi.
                                          Find the factor of safety guarding against a static failure, and either the factor of safety guarding
                                          against a fatigue failure or the expected life of the part. For the fatigue analysis use:
                                          (a) Modified Goodman criterion.
                                          (b) Gerber criterion.
                                          (c) ASME-elliptic criterion.
                                 6–21     Repeat Prob. 6–20 but with a steady torsional stress of 20 kpsi and an alternating bending stress
                                          of 10 kpsi.
                                 6–22     Repeat Prob. 6–20 but with a steady torsional stress of 15 kpsi, an alternating torsional stress of
                                          10 kpsi, and an alternating bending stress of 12 kpsi.
                                 6–23     Repeat Prob. 6–20 but with an alternating torsional stress of 30 kpsi.
                                 6–24     Repeat Prob. 6–20 but with an alternating torsional stress of 15 kpsi and a steady bending stress
                                          of 15 kpsi.
                                 6–25     The cold-drawn AISI 1040 steel bar shown in the figure is subjected to a completely reversed
                                          axial load fluctuating between 28 kN in compression to 28 kN in tension. Estimate the fatigue
                                          factor of safety based on achieving infinite life, and the yielding factor of safety. If infinite life is
                                          not predicted, estimate the number of cycles to failure.

                                                           6-mm D.
                                                25 mm

                              Problem 6–25



                                               10 mm

                                 6–26     Repeat Prob. 6–25 for a load that fluctuates from 12 kN to 28 kN. Use the Modified Goodman,
                                          Gerber, and ASME-elliptic criteria and compare their predictions.
                                 6–27     Repeat Prob. 6–25 for each of the following loading conditions:
                                          (a) 0 kN to 28 kN
                                          (b) 12 kN to 28 kN
                                          (c) –28 kN to 12 kN
                                 6–28     The figure shows a formed round-wire cantilever spring subjected to a varying force. The hard-
                                          ness tests made on 50 springs gave a minimum hardness of 400 Brinell. It is apparent from the
                                          mounting details that there is no stress concentration. A visual inspection of the springs indicates
                                          that the surface finish corresponds closely to a hot-rolled finish. What number of applications is
                                          likely to cause failure? Solve using:
                                          (a) Modified Goodman criterion.
                                          (b) Gerber criterion.
                                                                            F max  = 40 lbf
                                                           12 in            F min  = 20 lbf

                              Problem 6–28
                                                         3  in D.
                                                         8
   370   371   372   373   374   375   376   377   378   379   380