Page 463 - Dynamics of Mechanical Systems
P. 463

0593_C13_fm  Page 444  Monday, May 6, 2002  3:21 PM





                       444                                                 Dynamics of Mechanical Systems



                                                                           B
                                                                   k
                                                                          m      frictionless


                       FIGURE 13.3.1                                            x
                       An undamped mass–spring system.






                       13.3 The Undamped Linear Oscillator
                       Consider the undamped linear oscillator consisting of the mass–spring system, which we
                       considered in Chapter 11, Section 11.5, and as shown in Figure 13.3.1, where m is the mass
                       of a block B sliding on a smooth (frictionless) horizontal surface, k is the modulus of a
                       linear supporting spring, and x measures the displacement of B away from its equilibrium
                       configuration. The system is said to be undamped because B moves on a frictionless surface
                       and the total energy of the mass–spring system is unchanged during the motion. Using
                       any of the principles of dynamics, we find the equation of motion to be:

                                                             +
                                                           ˙˙
                                                          mx kx = 0                            (13.3.1)
                       or

                                                          ˙˙ x + ω  2 x = 0                    (13.3.2)

                       where:


                                                            2
                                                          ω = km                               (13.3.3)
                        From Eq. (13.2.2), we see that the solution of Eq. (13.3.2) is:

                                                     x =  Acosω t Bsinω t                      (13.3.4)
                                                                +

                       where, as we noted, A and B are constants to be evaluated from auxiliary conditions such
                       as initial conditions for the mass–spring system. For example, suppose that at time t = 0
                       the displacement and displacement rate are:

                                                      x =  x     and     ˙ x = ˙               (13.3.5)
                                                                     x
                                                          0           0
                       Then, from Eq. (13.3.4), we have:


                                                    A =  x     and     B = ˙ ω                 (13.3.6)
                                                                    x
                                                         0           0
                       Hence, the solution becomes:

                                                   x = x cosω   x ˙ ω )sinω t                  (13.3.7)
                                                       0    t +( 0
   458   459   460   461   462   463   464   465   466   467   468