Page 160 - Marks Calculation for Machine Design
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P1: Rakesh
                                      14:16
                          January 4, 2005
                 Brown˙C03
        Brown.cls
                  142
                                           STRENGTH OF MACHINES
                  strength in compression that was found in the previous section to be half the yield stress
                  (S y ). Converting this statement into a factor-of-safety expression is given in Eq. (3.28) as
                                                  S y  τ max  1
                                       τ max < S sy =  →   =                   (3.28)
                                                  2     S y  n
                                                        2
                    For the next example, consider a Mars rover with solid spherical titanium alloy wheels,
                  which during testing on Earth, is driven over flat granite rock to simulate the Mars landscape.
                  The rover has four wheels that carry the total load evenly.
                            U.S. Customary                       SI/Metric
                  Example 1. Determine whether the design  Example 1. Determine whether the design
                  of the titanium wheels for the rover described  of the titanium wheels for the rover described
                  above will be safe during the test on granite  above will be safe during the test on granite
                  rock, where                        rock, where
                      W = 8,000 lb = 4F                  W = 36,000 N = 4F
                    d wheel = 3ft = 36 in, d rock =∞   d wheel = 1m, d rock =∞
                      S y = 110 kpsi (titanium)          S y = 770 MPa (titanium)
                      ν 1 = 0.33 (titanium)              ν 1 = 0.33 (titanium)
                               3
                      E 1 = 15 × 10 kpsi = 15 Mpsi (titanium)  E 1 = 105 GPa (titanium)
                      ν 2 = 0.3 (granite)                ν 2 = 0.3 (granite)
                               3
                      E 2 = 10 × 10 kpsi = 10 Mpsi (granite)  E 2 = 70 GPa (granite)
                  solution                           solution
                  Step 1. Using Eq. (3.19), calculate the radius  Step 1. Using Eq. (3.19), calculate the radius
                  of the contact area (a) as         of the contact area (a) as


                              2     2                           2      2
                           1 − ν  1 − ν                       1 − ν  1 − ν
                             1      2                           1      2
                        3F     +                           3F     +
                            E 1    E 2                         E 1    E 2
                  a = 3                              a = 3
                        8     1  +  1                      8     1  +  1
                              d 1  d 2                          d 1  d 2

                                      2      2                          2        2
                               1 − 0.33  1 − 0.3                  1 − 0.33  1 − 0.3

                                       +
                                                                         +
                        3(2,000 lb) 15 Mpsi  10 Mpsi      3(9,000 N)  105 GPa  70 GPa
                    =                                 =                1    1
                           8        1    1                   8
                      3                +                 3               +
                                   36 in  ∞                           1m   ∞

                                 0.89    0.91                     0.89     0.91

                      3                         3        3                        3
                    =  (750)(36)     +         in     =   (3,375)      +         m
                               15 × 10 6  10 × 10 6             105 × 10 9  70 × 10 9
                      $                                 $
                      3             −7    3              3            −11    3
                    =  (750)(36) 1.5 × 10  in         =   (3,375) 2.15 × 10  m
                      $                                 %
                                                         3
                      3       −3  3                   =   (7.25 × 10 −8 ) m 3
                    =  (4.06 × 10  ) in
                    = 0.16 in                         = 0.0042 m = 0.42 cm
                  Step 2. Using Eq. (3.21) calculate the maxi-  Step 2. Using Eq. (3.21) calculate the maxi-
                  mum pressure (p max )              mum pressure (p max ).
                             3F                               3F
                       p max =                         p max =
                            2πa  2                           2πa 2
                             3(2,000 lb)  6,000 lb            3(9,000 N)  27,000 N
                          =          =                     =           =
                            2π(0.16 in) 2  0.16 in 2         2π(0.0042 m) 2  0.00011 m 2
                          = 37,302 lb/in 2                 = 243,600,000 N/m 2
                          = 37.3 kpsi                      = 243.6MPa
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