Mathematical Methods for Physics and Engineering : A Comprehensive Guide

(Darren Dugan) #1

22.2 Special cases


to these variations, we require


dI





α=0

= 0 for allη(x). (22.3)

Substituting (22.2) into (22.1) and expanding as a Taylor series inαwe obtain


I(y, α)=

∫b

a

F(y+αη, y′+αη′,x)dx

=

∫b

a

F(y, y′,x)dx+

∫b

a

(
∂F
∂y

αη+

∂F
∂y′

αη′

)
dx+O(α^2 ).

With this form forI(y, α) the condition (22.3) implies that for allη(x)werequire


δI=

∫b

a

(
∂F
∂y

η+

∂F
∂y′

η′

)
dx=0,

whereδIdenotes the first-order variation in the value ofIdue to the variation


(22.2) in the functiony(x). Integrating the second term by parts this becomes


[
η

∂F
∂y′

]b

a

+

∫b

a

[
∂F
∂y


d
dx

(
∂F
∂y′

)]
η(x)dx=0. (22.4)

In order to simplify the result we will assume, for the moment, that the end-points


are fixed, i.e. not onlyaandbare given but alsoy(a)andy(b). This restriction


means that we requireη(a)=η(b) = 0, in which case the first term on the LHS of


(22.4) equals zero at both end-points. Since (22.4) must be satisfied for arbitrary


η(x), it is easy to see that we require


∂F
∂y

=

d
dx

(
∂F
∂y′

)

. (22.5)


This is known as theEuler–Lagrange(EL) equation, and is a differential equation


fory(x),since the functionFis known.


22.2 Special cases

In certain special cases a first integral of the EL equation can be obtained for a


general form ofF.


22.2.1Fdoes not containyexplicitly

In this case∂F/∂y= 0, and (22.5) can be integrated immediately giving


∂F
∂y′

= constant. (22.6)
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