Page 78 - 4560
P. 78

The condition of equilibrium of internal and external forces
          according to (fig.7.1, b) takes the form
                                                 a
                     F  Q   F g  x      FQ   g   x    0.      (7.2)
                                                 g
                Normal tension that arises in cross section rope is equal to:
                               Q   F  g  x    a  
                                         1   .                  (7.3)
                                          
                                                
                                    F         g  
                The  first  factor  of  the  resulting  expression  is  the  normal
          stress under the action of an applied static load, which we denote
          by   .  The  second  factor  that  takes  into  account  the  effect  of
               c
          inertia forces, called the dynamic factor and is denoted by  k . It
                                                                      д
          is in this case:
                                        a
                                k 1     .                          (7.4)
                                  д
                                        g
          Then the normal stress in the rope:

                                      k                          (7.5)
                                  д    c  д
                Note that in many cases the dynamic load voltage can be
          determined  by  formula (7.5), i.e. the product of  static stress on
          the dynamic coefficient. Therefore, we must be able to calculate
          the dynamic factor for each specific task.
                Stresses  in  the  rod  that  rotates  with  a  constant  angular
          velocity about an axis are perpendicular to the axis of the rod (fig.
          7.2 a).
                Intensity  distributed  along  the  length  of  the  rod  l   inertia
          forces   xq    is  given  by    x   F a  ,  where  the  centripetal
                                     q
                                                 n
          acceleration  section  at  a  distance  x   from  the  axis  of  rotation
          a    2 x . Finally,    Fxq     2 x .
            n
                Longitudinal strength   xN   of the forces of inertia is found
          from the condition of equilibrium of forces (fig.7.2, b)

                               l               l      F  2
                                                              2
                           x     q ( )x dx   F 2   xdx   l   x 2  .
                       N
                              x                x        2
                                       (7.6)

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