Page 196 - Marks Calculation for Machine Design
P. 196

P1: Shibu
                          January 4, 2005
                                      14:25
        Brown.cls
                 Brown˙C04
                                           STRENGTH OF MACHINES
                  178
                    At the outside radius (r o ) of the gear, the shear stress (τ xy ) is maximum and from
                  Eq. (4.20) and the polar moment of inertia (J) in Eq. (4.21) becomes Eq. (4.22).
                                        Tr o     Tr o        2 Tr o
                                  τ max =  =             =                     (4.22)
                                                              4
                                        J    1  π r − R 4  π r − R 4
                                                  4
                                             2    o          o
                    At the inside radius (R) of the gear, the shear stress (τ xy ) is minimum and from Eq. (4.20)
                  and the polar moment of inertia (J) in Eq. (4.21) becomes Eq. (4.23).
                                        TR       TR          2 TR
                                  τ min =  =             =                     (4.23)
                                                             4
                                        J    1  π r − R 4  π r − R 4
                                                 4
                                             2   o           o
                    Second, the interface pressure (P) between the gear and the shaft, like that determined
                  in Example 8, causes both a tangential stress (σ t ) given by Eq. (4.24),
                                              pR 2        r o    2
                                        σ t =       1 +                        (4.24)
                                             2
                                             r − R  2    r
                                             o
                  and a radial stress (σ r ) given by Eq. (4.25).
                                              pR 2        r o    2
                                        σ r =  2  2  1 −                       (4.25)
                                             r − R       r
                                             o
                    However, tangential and radial stresses are a maximum at the interface radius (R) where
                  the shear stress due to the torque would be minimum. Recall that in Sec. 3.2.2 it was shown
                  that the radial stress (σ r ) at the inside radius of a thick-walled cylinder is the negative of the
                  internal pressure (p i ), which here is the interface pressure (P). It was also shown that the
                  minimum radial stress (σ r ) was zero at the outside radius (r o ).
                    Therefore, at the radial interface (R), the tangential stress (σ t ) given in Eq. (4.24) becomes
                  a maximum value (σ t max ), with the algebraic steps shown in Eq. (4.26),
                                                      2
                                                                     2
                           pR 2          2     pR 2  
  R + r 2  
  
  r + R 2
                    max              r o                  o          o
                   σ t  =        1 +      =                  =   p             (4.26)
                                                                     2
                                              2
                          2
                          r − R 2     R      r − R 2   R 2          r − R 2
                          o                   o                      o


                            Eq. (1.90) with r = R  find common denominator  rearrange and cancel terms
                  and the radial stress (σ r ) given in Eq. (1.91) becomes a maximum value (σ r max ) equal to the
                  negative of the interface pressure (P), with the algebraic steps shown in Eq. (4.27).
                                                   
       
     
     2  2
                                                      2
                           pR 2        r o    2    pR 2  R − r 2 o  pR 2  − r − R
                                                                      o
                   σ  max  =     1 −      =                 =                 =−p
                    r     2    2              2   2     2       2    2   2
                          r − R       R      r − R     R       R    r − R
                                             o
                          o
                                                                     o


                            Eq. (1.91) withr=R  find common denominator  rearrange and cancel terms
                                                                               (4.27)
                    Similarly, at the outside radius (r o ), the tangential stress (σ t ) given in Eq. (4.24) becomes
                  a minimum value (σ t min ), with the algebraic steps shown in Eq. (4.28),
                                        
       2
                                   pR 2        r o     pR 2          2pR 2
                            min
                           σ t  =        1 +       =        [1 + 1] =          (4.28)
                                  2
                                                                     2
                                                      2
                                 r − R 2     r o     r − R 2        r − R 2
                                                                     o
                                                      o
                                  o


                                                     simplify bracket terms  rearrange
                                   Eq. (1.90) with r = r o
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