Page 444 - Shigley's Mechanical Engineering Design
P. 444

bud29281_ch08_409-474.qxd  12/16/2009  7:11 pm  Page 419 pinnacle 203:MHDQ196:bud29281:0073529281:bud29281_pagefiles:







                                                                       Screws, Fasteners, and the Design of Nonpermanent Joints  419
                                               the coordinate system of Fig. 8–8, we note

                                                                             6F
                                                                       σ x =          τ xy = 0
                                                                           πd r n t p
                                                                              4F           16T
                                                                       σ y =−         τ yz =
                                                                             πd 2 r        πd r 3
                                                                       σ z = 0        τ zx = 0

                                               then use Eq. (5–14) of Sec. 5–5.
                                                  The screw-thread form is complicated from an analysis viewpoint. Remember the
                                               origin of the tensile-stress area A t , which comes from experiment. A power screw lift-
                                               ing a load is in compression and its thread pitch is shortened by elastic deformation.
                                               Its engaging nut is in tension and its thread pitch is lengthened. The engaged threads
                                               cannot share the load equally. Some experiments show that the first engaged thread
                                               carries 0.38 of the load, the second 0.25, the third 0.18, and the seventh is free of load.
                                               In estimating thread stresses by the equations above, substituting 0.38F for F and set-
                                               ting n t to 1 will give the largest level of stresses in the thread-nut combination.





                             EXAMPLE 8–1       A square-thread power screw has a major diameter of 32 mm and a pitch of 4 mm
                                               with double threads, and it is to be used in an application similar to that in Fig. 8–4.
                                               The given data include  f = f c = 0.08, d c = 40 mm, and  F = 6.4 kN per screw.
                                               (a) Find the thread depth, thread width, pitch diameter, minor diameter, and lead.
                                               (b) Find the torque required to raise and lower the load.
                                               (c) Find the efficiency during lifting the load.
                                               (d) Find the body stresses, torsional and compressive.
                                               (e) Find the bearing stress.
                                               ( f ) Find the thread bending stress at the root of the thread.
                                               (g) Determine the von Mises stress at the root of the thread.
                                               (h) Determine the maximum shear stress at the root of the thread.

                                    Solution   (a) From Fig. 8–3a the thread depth and width are the same and equal to half the
                                               pitch, or 2 mm. Also
                                                                  d m = d − p/2 = 32 − 4/2 = 30 mm

                                     Answer                          d r = d − p = 32 − 4 = 28 mm
                                                                      l = np = 2(4) = 8mm

                                               (b) Using Eqs. (8–1) and (8–6), the torque required to turn the screw against the load is


                                                                 Fd m  l + π fd m  Ff c d c
                                                            T R =                +
                                                                  2    πd m − fl     2
                                                                 6.4(30) 8 + π(0.08)(30)     6.4(0.08)40

                                                               =                        +
                                                                   2     π(30) − 0.08(8)      2
                                     Answer                    = 15.94 + 10.24 = 26.18 N · m
   439   440   441   442   443   444   445   446   447   448   449