Mathematical Principles of Theoretical Physics

(Rick Simeone) #1

2.5. PRINCIPLE OF LAGRANGIAN DYNAMICS (PLD) 81


The total energyHof theN-body system is given by

(2.5.7) H(x,y) =


N

k= 1

1


2 mk

y^2 k+V(x),

whereykis the momentum of thek-th planet, andV(x)is the potential energy as in (2.5.3).
Then the motion equations derived from the PHD are as follows


(2.5.8)


∂xk
∂t

=


∂H


∂yk

,


∂yk
∂t

=−


∂H


∂xk

.


whereH(x,y)is defined by (2.5.7). It is easy to check that the equations (2.5.8) are equivalent
to those in (2.5.1)-(2.5.2).


2.5.2 Elastic waves


In an elastic continuous medium, the wave vibration is described by the PLD.
LetΩ⊂R^3 be a domain of elastic continuous medium, and the functionu(x,t)represent
the displacement of the medium at timetandx∈Ω. Then the total kinetic energy is


(2.5.9) T=




1


2


ρ





∂u
∂t





2
dx,

whereρis the density of the medium.
For an elastic material, the deformation potential energyVis taken in the general form


(2.5.10) V=




[


1


2


k|∇u|^2 +F(x,u)

]


dx,

wherekis a constant.
The Lagrange action for the elastic wave is written as


(2.5.11) L=


∫t 1

t 0

(T−V)dt=

∫t 1

t 0



[


1


2


ρu ̇^2 −

1


2


k|∇u|^2 −F(x,u)

]


dxdt.

By the PLD, the wave equation is derived by


δL= 0 ,

and it follows from (2.5.11) that


(2.5.12) ρ


∂^2 u
∂t^2

−k∆u=f(x,u) forx∈Ω.

where


f(x,z) =

∂F(x,z)
∂z

.


The equation (2.5.12) is the usual wave equation describing elastic vibration ina continuous
medium.

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