Higher Engineering Mathematics

(Greg DeLong) #1
520 DIFFERENTIAL EQUATIONS

Now try the following exercise.

Exercise 202 Further problems on the wave
equation


  1. An elastic string is stretched between two
    points 40 cm apart. Its centre point is dis-
    placed 1.5 cm from its position of rest at
    right angles to the original direction of the
    string and then released with zero velocity.
    Determine the subsequent motionu(x,t)by


applying the wave equation

∂^2 u
∂x^2

=

1
c^2

∂^2 u
∂t^2
withc^2 [= 9.

u(x,t)=

12
π^2

∑∞

n= 1

1
n^2

sin


2

sin

nπx
40

cos

3 nπt
40

]


  1. The centre point of an elastic string between
    two pointsPandQ, 80 cm apart, is deflected
    a distance of 1 cm from its position of rest
    perpendicular toPQand released initially
    with zero velocity. Apply the wave equation
    ∂^2 u
    ∂x^2


=

1
c^2

∂^2 u
∂t^2

wherec=8, to determine the
motion of a point distancexfromPat timet.
[

u(x,t)=

8
π^2

∑∞

n= 1

1
n^2

sin


2

sin

nπx
80

cos

nπt
10

]

53.7 The heat conduction equation


The heat conduction equation


∂^2 u
∂x^2

=

1
c^2

∂u
∂t

is solved
in a similar manner to that for the wave equa-
tion; the equation differs only in that the right hand
side contains a first partial derivative instead of the
second.
The conduction of heat in a uniform bar depends
on the initial distribution of temperature and on the
physical properties of the bar, i.e. the thermal con-
ductivity,h, the specific heat of the material,σ, and
the mass per unit length,ρ, of the bar. In the above

equation,c^2 =

h
σρ
With a uniform bar insulated, except at its ends,
any heat flow is along the bar and, at any instant, the
temperatureuat a pointPis a function of its distance
xfrom one end, and of the timet. Consider such a

u

=f

(x

, t

)

0

P
u(x, t)

L x
x

Figure 53.4

bar, shown in Fig. 53.4, where the bar extends from
x=0tox=L, the temperature of the ends of the
bar is maintained at zero, and the initial temperature
distribution along the bar is defined byf(x).
Thus, the boundary conditions can be expressed as:

u(0,t)= 0
u(L,t)= 0

}
for allt≥ 0

and u(x,0)=f(x) for 0≤x≤L

As with the wave equation, a solution of the form
u(x,t)=X(x)T(t) is assumed, whereXis a function
ofxonly andTis a function oftonly. If the trial
solution is simplified tou=XT, then
∂u
∂x

=X′T

∂^2 u
∂x^2

=X′′Tand

∂u
∂t

=XT′

Substituting into the partial differential equation,
∂^2 u
∂x^2

=

1
c^2

∂u
∂t

gives:

X′′T=

1
c^2

XT′

Separating the variables gives:

X′′
X

=

1
c^2

T′
T

Let −p^2 =

X′′
X

=

1
c^2

T′
T

where−p^2 is a constant.

If−p^2 =

X′′
X

thenX′′=−p^2 XorX′′+p^2 X=0,
givingX=Acospx+Bsinpx

and if−p^2 =

1
c^2

T′
T

then

T′
T

=−p^2 c^2 and integrat-
ing with respect totgives:

T′
T

dt=


−p^2 c^2 dt

from which, lnT=−p^2 c^2 t+c 1
The left hand integral is obtained by an algebraic
substitution (see Chapter 39).
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