Higher Engineering Mathematics, Sixth Edition

(Nancy Kaufman) #1

An introduction to partial differential equations 523


Now try the following exercise


Exercise 201 Further problemson the
waveequation


  1. An elastic string is stretched between two
    points40cm apart. Its centre pointis displaced
    1.5cm from its position of rest at right angles
    to the original direction of the string and then
    released with zero velocity.Determinethesub-
    sequent 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, 80cm apart, is deflected
    a distance of 1cm from its position of
    rest perpendicular to PQand released ini-
    tially with zero velocity. Apply the wave


equation

∂^2 u
∂x^2

=

1
c^2

∂^2 u
∂t^2

wherec=8, to deter-
minethemotionofapoint 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 equation; 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 phys-
ical properties of the bar, i.e. the thermal conductivity,
h, the specific heat of the material,σ,andthemass
per unit length,ρ, of the bar. In the above equation,


c^2 =


h
σρ
With a uniformbar insulated,except at itsends, any heat
flow is along the bar and, at any instant, the temperature
uat a pointPis a function of its distancexfrom one
end, and of the timet. Consider such a bar, shown in


0
x

x

y

P

L

u u(x, t )
5

f^ (
x, t

)

Figure 53.4

Fig. 53.4, where the bar extends fromx=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 functionof
xonly 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

then X′′=−p^2 X or X′′+p^2 X= 0 ,
givingX=Acospx+Bsinpx

and if−p^2 =

1
c^2

T′
T

then

T′
T

=−p^2 c^2 and integrating
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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