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0593_C10_fm  Page 325  Monday, May 6, 2002  2:57 PM





                       Introduction to Energy Methods                                              325



                           P  1
                                                                        k
                                     P(m)

                        h                          C                           θ
                                                                                   ds
                                                                            dh
                                                                                          τ
                                                                                              ˆ
                                                                                              C
                                                      P
                                                       2
                       FIGURE 10.2.5                                 FIGURE 10.2.6
                                                                                                 ˆ
                       A particle P moving from P 1  to P 2  under the action  A differential arc of an arbitrary curve C.
                       of gravity.

                        It happens that Eq. (10.2.18) is a valid expression for the work of the gravity force
                       regardless of the path of descent of the particle P. In the pendulum example, the particle
                                                                                         ˆ
                       path was a circular arc. However, if P had moved on some other path (say,  , as in Figure
                                                                                         C
                       10.2.5), the work done by gravity would still be mgh, where h is the change in elevation
                                                           ˆ
                                                                                                  ˆ
                                                          C
                                                                                                  C
                       of P as it descends from P  to P  along  . To see this, consider a differential arc of   as
                                                   2
                                              1
                       in Figure 10.2.6 where ττ ττ is a unit vector tangent to  C ˆ   and k is a vertically downward
                       directed unit vector. Then, the integrand of Eq. (10.2.2) becomes:
                                                          τ
                                                          τ
                                                ⋅
                                              wds = mg  k⋅ ds = mgcosθ ds  = mgdh             (10.2.19)
                                                 ˆ
                                                C
                       where θ is the angle between   and the vertical as in Figure 10.2.6 and dh is the differential
                       elevation change as shown. Hence, integrating the work done by gravity is:
                                                      W = ∫ mgdh =  mgh                       (10.2.20)
                        For a third example, consider the work done by a force in stretching or compressing a
                       linear spring. Specifically, consider a spring as depicted in Figure 10.2.7. Let  F be the
                       magnitude of the stretching force F. Let the natural length of the spring be  , and let its
                       stretched length, under the action of F, be   + δ. Then, from Eq. (10.2.2), the work is:

                                                      δ      δ
                                                  W = ∫ Fdx = ∫ kxdx = ( ) kδ 2               (10.2.21)
                                                                     12
                                                      0      0
                       where k is the spring modulus, and x is the end displacement along the axis of the spring.
                        Similarly, if the spring is compressed, the work done by the compressing force is (1/2)kδ ,
                                                                                                     2
                       where now δ is a measure of the shortening of the spring.



                                                                                         F
                       FIGURE 10.2.7
                       A linear spring stretched by a force F.
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