Ch 7.5: Homogeneous Linear Systems with Constant Coefficients
SECOND ORDER LINEAR Des WITH CONSTANT COEFFICIENTS.
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Transcript of SECOND ORDER LINEAR Des WITH CONSTANT COEFFICIENTS.
SECOND ORDER LINEAR Des WITH CONSTANT COEFFICIENTS
Second order homogenous linear differential equation with constant coefficients
0''' cybyayThe general formula for such equation is
xey To solve this equation we assume the solution in the form of exponential function:
xey xey 'If then
and the equation will change into
02 cba after dividing by the eλx we obtain
02 xxx ecebea
0)( 2 cbae x
We obtained a quadratic characteristic equation. The roots are
xey 2'' and
a
acbb
2
42
12
?)( xy
There exist three types of solutions according to the discriminant D acbD 42
1) If D>0, the roots λ1, λ2 are real and distinct
xx eCeCy 2121
2) If D=0, the roots are real and identical λ12 =λ
xx xeCeCy 21
3) If D<0, the roots are complex conjugate λ1, λ2 where α and ω are real and imaginary parts of the root
i
i
2
1
xixxixxx eKeKeKeKy 212121
)( 21xixix eKeKey
]sin)(cos)[( 2121 xKKixKKey x
formulaEulers
xixe xi sincos
)();( 212211 KKiCKKC
]sincos[)( 21 xCxCexy x
If we substitute
we obtain
Further substitution is sometimes used cos;sin 21 ACAC
]sincoscossin[)( xAxAexy x and then
sincoscossin)sin( considering formula
we finally obtain )sin()( xAexy x
where amplitude A and phase φ are constants which can be obtained from initial conditions and ω is angular frequency.This example leads to an oscillatory motion.
This is general solution in some cases, but …
Example of the second order LDE – a simple harmonic oscillator
Evaluate the displacement x(t) of a body of mass m on a horizontal spring with spring constant k. There are no passive resistances.
xkF If the body is displaced from its equilibrium position (x=0), it experiences a restoring force F, proportional to the displacement x:
From the second Newtons law of motion we know
xmdt
xdmmaF
2
2
0 xm
kxkxxm Characteristic
equation is02
m
k
We have two complex conjugate roots with no real part m
ki12
)sin()( tAetx tThe general solution for our symbols is
No real part of λ means α=0, and omega in our casem
k
)sin()( tAtxThe final general solution of this example is
Answer: the body performs simple harmonic motion with amplitude A and phase φ. We need two initial conditions for determination of these constants.
These conditions can be for example
)cos(2)( ttx
20cos0)0cos(
A
The particular solution is
2)0(0)0( xx
From the first condition
From the second condition
22)2
0sin( AA
)2
sin(2)( ttx
Example 2 of the second order LDE – a damped harmonic oscillator
The basic theory is the same like in case of the simple harmonic oscillator, but this time we take into account also damping.
The damping is represented by the frictional force Ff, which is proportional to the velocity v.
xcdt
dxcvcFf
The total force acting on the body is xckxFkxF f
xmmaF 0 kxxcxmxckxxm
0 xm
kx
m
cx The following substitutions are
commonly used m
c
m
k 2;
02 2 xxx Characteristic equation is 02 22
2222
12 2
442
Solution of the characteristic equation
where δ is damping constant and ω is angular frequency
There are three basic solutions according to the δ and ω.
1) δ>ω. Overdamped oscillator. The roots are real and distinct
222
221
tt eCeCtx 2121)(
2) δ=ω. Critical damping. The roots are real and identical. 12
tt teCeCtx 21)(
3) δ<ω. Underdamped oscillator. The roots are complex conjugate.
'
'
222
221
ii
ii
)'sin()( tAetx t
Damped harmonic oscillator in the Mathematica
All three basic solutions together for ω=10 s-1 Overdamped oscillator, δ=20 s-1
Critically damped oscillator, δ=10 s-1
Underdamped oscillator, δ=1 s-1