Internal Control Cooperative Accountancy Week Compatibility Mode
Week 8 [compatibility mode]
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Transcript of Week 8 [compatibility mode]
Prepared By
Annie ak Joseph
Prepared ByAnnie ak Joseph Session 200782009
KNF1023Engineering
Mathematics II
Second Order ODEs
Learning Objectives
Explain about variation of parameters
method in the inhomogeneous ODEs
Explain about Spring Mass System and
Electric Circuits
Method of Variation of Parameters
� There is a more systematic approach for
finding a particular solution of the 2nd order linear inhomogeneous ODE.
� The approach known as the method of variation of parameters makes use of two linearly independent solutions of the corresponding homogeneous ODE.
" ( ) ' ( ) ( )y f x y g x y r x+ + =
Method of Variation of Parameters
The solution of the second order inhomogeneous
ODEs is
{ {
homhom
( ) ( )p
general solution of thea particular solutioncorresponding ogeneous ODEof in ogeneous ODE
y y x Y x= +
1 2( ) ( ) ( ) ( )py u x Y x v x Y x= +
Method of Variation of Parameters
Thus, the variation parameters will involved
two equations which is
and
( )( ) ( )
∫ −−= dx
yyyy
xyxrxu
)( 2
'
1
'
21
2
( )( ) ( )
( )∫ −= dx
yyyy
xyxrxv
2
'
1
'
21
1
Example 1
Consider the inhomogeneous ODE
Notice that has two linearly
independent solutions given by
Hence
( )xyy exp3'' =−
0'' =− yy
( ) ( ) ( )( ) ( )' '
1 2 1 2 exp exp exp exp 2y y y y x x x x− = − − − − =
( ) ( )xyandxy expexp 21 =−=
Continue…
If we look for a particular solution of the
inhomogeneous ODE in the form
then u and v are given by
and
( ) ( )x x
py u x e v x e−= +
3exp( )exp( ) 3( ) exp(2 )
2 4
x xu x dx x= − = −∫
3exp( ) exp( ) 3( )
2 2
x xv x dx x
−= =∫
Continue…
Notice that we can ignore the constants of
integration, since we are only interested in getting
a particular solution.
So, a particular solution of the inhomogeneous
ODE is" 3exp( )y y x− =
( ) exp( ) ( ) exp( )
3 3exp(2 )exp( ) exp( )
4 2
3 3exp( ) exp( )
4 2
py u x x v x x
x x x x
x x x
= − +
= − − +
= − +
Continue…
The required general solution of the
inhomogeneous ODE is
Where C and D are arbitrary constants.
This can again be rewritten as
Where , ,are arbitrary constants
3 3exp( ) exp( ) exp( ) exp( )
4 2y x x x C x D x= − + + − +
3 3exp( ) exp( ) exp( )
2 4
3exp( ) exp( ) exp( ) ( )
2
y x x C x D x
x x A x B x as before
= + − + −
= + − +
3
4A C and B D= = −
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
Simple harmonic motion may be defined as
Motion in a straight line for which the acceleration
Is proportional to the displacement and in the
opposite direction. Example of this type of motion
are a weight on a spring.
Damped System
If we considered a mass-spring system and
modeled it by the homogeneous linear ODE,
0'" =++ kycymy
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
Here y(t) as a function of time t is the
displacement of the body of mass m from rest.
Forces within this system are inertia my”, the
damping force cy’ (if c>0) and the spring force ky
acting as a restoring forces.
The corresponding characteristics equation is
The roots are
2 0c k
m mλ λ+ + =
mkcmm
c4
2
1
2
2
2,1 −±−=λ
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
Using the abbreviated notations
and
We can write
m
c
2=α mkc
m4
2
1 2 −=β
βαλ
βαλ
−−=
+−=
2
1
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
The form of the solution will depend on the
damping, and,
Case I. c2> 4mk. Distinct real roots λ1, λ2
(Overdamping)
Case II. c2< 4mk. Complex conjugate
(Underdamping)
Case III. c2 = 4mk. A real double root
(Critical damping)
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
Case 1. Overdamping.
When the damping constant c is so large that c2 >
4mk, then λ1,λ2 are distinct real roots, the general
solution is
Case II.Underdamping.
If the damping constant c
is so small that c2< 4mk then β is pure imaginary.
The roots of the characteristics equation are
complex conjugate,
ttececty
)(
2
)(
1)( βαβα +−−− +=
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
The general solution is
ωαλ
ωαλ
j
j
−−=
+−=
2
1
( )tBtAetyt ωωα sincos)( += −
APPLICATIONS OF SECOND-ORDER EQUATIONS -Spring –Mass System
Case III. Critical damping.
If c2 = 4mk, then β=0, λ1 = λ2 = , and the
general solution is
Undamped System
If the damping of the system is so small and can be
disregarded, then
The general solution is
tectcty
α−+= )()( 21
0" =+kymy
tBtAty 00 sincos)( ωω +=
α−
Example 2
In testing the characteristics of a particular
type of spring, it is found that a weight of 4.90 N
stretches the spring 0.49 m when the weight and
spring are placed in a fluid which resists the motion
with a force equal to twice the velocity. If the
weight is brought to rest and then given a velocity
of 12 m/s, find the equation of motion.
Continue…
Using Newton’s second law, we have
The weight is 4.90 N and the acceleration due to
gravity is 9.80 m/s2. Thus, the mass, m is
m=4.90/9.80 = 0.500 kg
The constant k is found from the fact that the
spring stretches 0.49 m for a force of 4.9 N, Thus,
using Hooke’s Law,
0'" =++ kycymy
kyymy
kyymy
−−=
=++
'00.2"
0'00.2"
Continue…
4.90 = k (0.490)
k = 10.0 N/m
This means that the differential equation to be
solved is
Solving this equation, we have
00.20'00.4"00.1
010'00.2"500.0
=++
=++
yyy
yyy
Continue…
)00.4sin00.4cos(
00.400.2
00.2
)00.1)(0.20(40.1600.4
00.2000.400.1
21
00.2
2
tctcey
jm
m
mm
t +=
±−=
−±−=
=++
−
Continue…
Since the weight started from the equilibrium
position with a velocity of 12.0 m/s, we know that
y= 0 and y’ = 12.0 for t = 0. Thus,
Thus, since c1=0, we have
0
1 2
1
0 ( 0 )
0
e c c
c
= +
=
00.3
)00.2)()(0()00.4)(1(0.12
)00.2)((00.4sin)00.4)(00.4(cos'
00.4sin
2
0
2
0
2
00.2
2
00.2
2
00.2
2
=
−+=
−+=
=−−
−
c
ecec
etctecy
tecy
tt
t
Continue…
This means that the equation of motion is
2.003.00 sin 4.00ty e t
−=
Application on Electric Circuit
Given the RLC circuit as below,
(a) Show that the circuit can be modeled as
(b) Given that Solve the differential equation for the initial conditions, when
and
( )2
'
2
d i di iL R E t
dt dt C+ + =
( ) 0.01 tE t e
−= −
0, 0t i= = 0di
dt=
Solution
(a)
differential with respect
to t.
(b) Given hence
( ):L R C
KVL V V V E t+ + =
( )1di
L iR idt E tdt C
+ + =∫
( )2
'
2
d i di iL R E t
dt dt C+ + =
( ) 0.01 ,tE t e
−= − ( )' 0.01 tE t e
−=
2
20.001 0.005 0.01
250
td i di ie
dt dt
−+ + =
2
25 4 10 td i di
i edt dt
−+ + =
Continue…
� For Particular Solution
'' '
2
4
5 4 0
5 4 0
4@ 1
t t
i i i
I Ae Be
λ λ
λ− −
+ + =
+ + =
= − −
= +
( )
'
'' 2
t
p
t t
p
t t t t t
p
i te
i e te
i e e te e te
α
α α
α α α α α
−
− −
− − − − −
=
= −
= − − − = − +
Continue…
Compare to
Thus
( ) ( ) ( )'' '5 4 2 5 4t t t t ti i i e te e te teα α α α α− − − − −+ + = − + + − +
3 teα −=
10 te−
3 10
10
3
α
α
=
=
10
3
t
pi te
−=
Continue…
Thus, the general solution is
Given and
4 10
3
t t t
pi i I Ae Be te
− − −= + = + +
( )0 0i = ( )' 0 0i =
( )
( ) ( )
4 0 0 0
' 4
4 0 0 0 0
100 0 , 0 (1)
3
10 104
3 3
10 10 100 4 0 , 4 (2)
3 3 3
t t t t
Ae Be e A B
i Ae Be e te
Ae Be e e A B
− − −
− − − −
− − − −
= + + + = − − −
= − − + −
= − − + − + = − − −
Continue…
�Try to use variation parameter to solve this application question and check whether the answer is the same or not…
( ) 4
10 10,
9 9
10 10 10
9 9 3
t t t
A B
i t e e te− − −
= = −
= − +
Prepared By
Annie ak Joseph
Prepared ByAnnie ak Joseph Session 2007/2008