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Mathematical Methods for Physics and Engineering - Matematica.NET

Mathematical Methods for Physics and Engineering - Matematica.NET

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22.5 PHYSICAL VARIATIONAL PRINCIPLESyOdx l xFigure 22.9 Transverse displacement on a taut string that is fixed at twopoints a distance l apart.states that in moving from one configuration at time t 0 to another at time t 1 themotion of such a system is such as to make∫ t1L = L(q 1 ,q 2 ...,q n , ˙q 1 , ˙q 2 ,...,˙q n ,t) dt (22.21)t 0stationary. The Lagrangian L is defined, in terms of the kinetic energy T <strong>and</strong>the potential energy V (with respect to some reference situation), by L = T − V .Here V is a function of the q i only, not of the ˙q i . Applying the EL equation to Lwe obtain Lagrange’s equations,∂L= d ( ) ∂L, i =1, 2,...,n.∂q i dt ∂˙q i◮Using Hamilton’s principle derive the wave equation <strong>for</strong> small transverse oscillations of ataut string.In this example we are in fact considering a generalisation of (22.21) to a case involvingone isolated independent coordinate t, togetherwithacontinuum in which the q i becomethe continuous variable x. The expressions <strong>for</strong> T <strong>and</strong> V there<strong>for</strong>e become integrals over xrather than sums over the label i.If ρ <strong>and</strong> τ are the local density <strong>and</strong> tension of the string, both of which may depend onx, then, referring to figure 22.9, the kinetic <strong>and</strong> potential energies of the string are givenby<strong>and</strong> (22.21) becomes∫ lT =0L = 1 2ρ2∫ t1( ) 2 ∫ ∂ylτdx, V =∂t0 2t 0dt∫ l0[ρ( ) 2 ∂y− τ∂t789( ) 2 ∂ydx∂x( ) ] 2 ∂ydx.∂x

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