Page 540 - Dynamics of Mechanical Systems
P. 540

0593_C15_fm  Page 521  Tuesday, May 7, 2002  7:05 AM





                       Balancing                                                                   521


                       the mass centers of the crank and connecting rod, together with couples having torques
                       T  and T , then F , F , T , and T  may be expressed as (see Eqs. (8.6.5) and (8.6.6)):
                        AB
                               BC
                                                AB
                                        AB
                                            BC
                                                        BC
                                                        F  =− m  a                             (15.5.1)
                                                         AB     AB G BC
                                                        F  =− m  a                             (15.5.2)
                                                         BC    BC G BC
                                                T   =− I  ⋅α  − ωω  ×  I (  ⋅ωω AB)            (15.5.3)
                                                 AB    AB  AB    AB   AB
                       and


                                                T   =− I  ⋅αα  − ωω  ×  I (  ⋅ωω BC)           (15.5.4)
                                                  BC   BC  BC    BC   BC
                       where m , m , I , and I  are the masses and central inertia dyadics of AB and BC; a G AB
                                             BC
                                      AB
                              AB
                                  BC
                       and  a   are the accelerations of the mass centers of AB and BC; and ωω ωω , ωω ωω , αα αα , and
                                                                                       AB
                                                                                           BC
                                                                                                AB
                            G BC
                       αα α α  may be expressed as:
                        BC
                                                                       ˙˙
                                                   ωω  = θ ˙ n  and  αα  = θn                  (15.5.5)
                                                    AB    z        AB    z
                       and
                                                        ˙
                                                 ωω  =−φn    and  αα  =−φn                     (15.5.6)
                                                                        ˙˙
                                                   BC     z        BC      z
                       where  θ and  φ are the inclination angles of AB and  BC as shown in Figure 15.5.1 and
                       where n  is a unit vector perpendicular to the plane of motion.
                              z
                        If the rods AB and BC are slender, the components of their central inertia dyadics, relative
                       to principal unit vectors (parallel and perpendicular to the rods) may be expressed as (see
                       Chapter 7 and Appendix II):
                             0       0          0                0      0           0    
                                                                   
                             
                        I  AB  = 0  m l  2  12   0      and  I BC  = 0  m l 2  12     0       (15.5.7)
                         ij       AB AB                      ij       BC BC              
                             
                             0       0      m l  2  12          0      0       m l 2  12  
                                                                   
                                                                                     BC BC
                                               AB AB
                       where    and    are the lengths of rods AB and BC. By substituting from Eqs. (15.5.5),
                                     BC
                              AB
                       (15.5.6), and (15.5.7) into Eqs. (15.5.3) and (15.5.4), we obtain the inertia torques in the
                       forms:
                                                     T  =− m (l  2  12  ˙˙ n )θ                (15.5.8)
                                                      AB    AB  AB     z
                       and


                                                     T   =  m (l 2  12  ˙˙ n )φ                (15.5.9)
                                                      AB    BC  BC     z
                       Hence, we see that the rod movements do not create any inertia moments along n  or n .
                                                                                                     y
                                                                                                x
   535   536   537   538   539   540   541   542   543   544   545