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THB7  8/15/03  1:58 PM  Page 198

          198                      CAM DESIGN HANDBOOK


                              1  p i+1
                         I =-  Ú  ( x +  y )(3 xy¢ + ¢ )
                                    2
                                              x y dp
                                       2
                          yi
                              8  p i
                              3  p i+1        1  p i+1
                                                        ) ¢
                           =-  Ú  ( x +  y xy dp -  Ú  ( x +  y x ydp.  (7.54b)
                                        ) ¢
                                    2
                                       2
                                                    2
                                                        2
                              8  p i          8  p i
             In the calculation of the product of inertia appearing in Eq. (7.53c), one summation
                                                O
          would  suffice  to  compute  the  product  of  inertia  I xy,  given  the  symmetry  of  the  inertia
          matrix. The two summations are computed here and then averaged to diminish roundoff
          or measurement errors that could be introduced if, for instance, the coordinates of the cam
          profile—the supporting points—were digitized or picked up with a coordinate measuring
          machine. Thus, the terms of both summations are given by
                                      1  p i+1
                                  I xyi  =  Ú  ( x +  y xx dp           (7.55)
                                               2
                                                ) ¢
                                            2
                                      2  p i
                                       1  p i+1
                                 I yxi  =-  Ú  ( x +  y yy dp.          (7.56)
                                                2
                                            2
                                                 ) ¢
                                       2  p i
             From Eqs. (7.54a to 7.56) it is noted that all components of the inertia matrix are given
          as linear combinations of four integrals, namely,
                                                 12
                                  p i 1+                k
                                                    1 ()
                              1 ()
                                      2
                                          ) ¢
                                         2
                             I ∫ Ú  ( x +  y xx dp = Â h (D p )        (7.57a)
                              i                    ik  i
                                  p i
                                                 1
                                                 12
                                  p i 1+                 k
                                                    2 ()
                             I i  2 ()  ∫ Ú  ( x +  y yy dp = Â h (D p )  (7.57b)
                                         2
                                      2
                                          ) ¢
                                                   ik
                                                        i
                                  p i
                                                 1
                                                 12
                                  p i 1+
                                                    3 ()
                                         2
                                          ) ¢
                                      2
                             I i  3 ()  ∫  Ú  ( x +  y x ydp = Â h (D p ) k  (7.57c)
                                                   ik
                                                       i
                                  p i
                                                 1
                                                 12
                                                        k
                                  p i 1+
                                                    4 ()
                             I i  4 ()  ∫ Ú  ( x +  y xy dp = Â h (D p ) .  (7.57d)
                                      2
                                          ) ¢
                                         2
                                                   ik
                                                       i
                                  p i
                                                 1
                                          (4)
                                   (1)
             The polynomial coefficients h ik ,..., h ik , appearing in Eqs. (7.57a to 7.57d), are also
          included in App. C: Polynomial Coefficients.
          7.4.3.3 Three-Dimensional  Regions.  For  solid  regions,  the  general  relations  of
          Angeles et al. (1990) reduce to
                                         1
                                     V =  Ú  ◊ rn  dS                   (7.58)
                                      3
                                         3 S
                                  1           1
                                                  (
                                       ◊ )
                              q =    ( r r nd =  r r n d ) S            (7.59)
                                                    ◊
                               O
                                           S
                               3
                                  2  Ú S      4  Ú S
                                        3
                                                    T ˘
                                          (
                                            ◊
                                     ◊
                               I =  S Ú  r r È Í Î 10  1 r n) -  1 2  rn dS.  (7.60)
                               O
                                                    ˙
                               3
                                                    ˚
             Next, explicit formulas are discussed that are applicable to piecewise-linear approxi-
          mations of boundaries of solids of arbitrary shapes.
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