MECHANICAL SYSTEMS, CLASSICAL MODELS
528
If one of these roots, let be
k
λ , is double, then one can show that, besides the
solution
e, e
kk
tt
kk
t
λλ
uu is a solution too; further, one can show that to a root
k
λ with a
multiplicity of order
m , corresponds a solution of the form
()
−−
++ ++ u
01 22 11
... e
k
mm t
kk k k k
CCtCt Ct
λ
.
(23.1.37'')
The formulae (23.1.37) and (23.1.37') lead to important conclusions concerning the
problem enounced above. Thus:
(i) If all the roots of the equation (23.1.35) are real and negative or are complex
conjugate with a negative real part (
Re 0, 1,2,...,
k
knλ <=
), then appear factors of
the form
−
e
tα
and
ecos( ), , 0
t
t
α
βααβ
−
−>
, respectively, so that
→∞
=xlim ( )
t
t 0 ; the
trajectory of the representative point remains in the neighbourhood of the origin to
which it tends, so that this one is position of asymptotically stable equilibrium.
If some of the roots are simple and purely imaginary (
Re 0, 1,2,...,
k
knλ ≤= ),
then appear also terms of the form
−cos( )tβα, which do not vanish for →∞t , but
remain bounded for any
t ; the position of equilibrium is simply stable.
(ii) If at least one root is real and positive or if at least two complex conjugate roots
have their real part positive or if at least two complex conjugate roots purely imaginary
are multiple (at least double), then appear terms of the form
−e,e cos( )
tt
t
αα
βα,
cos( ), , 0ttβααβ−>, which are not bounded for →∞t ; the position of
equilibrium is instable.
Figuratively, let be the complex plane of the roots
k
λ ; if all the roots are at the left
side of the imaginary axis, then the equilibrium is asymptotically stable, if on the
imaginary axis too are one or several distinct roots, then the equilibrium is simply
stable, while if all the roots are at the right side of the imaginary axis or if on the
imaginary axis there are multiply roots, then the equilibrium is instable.
Let us consider, e.g., the case of a damped linear oscillator, of equation (see Sect.
8.2.2.6)
2
20, 0xxxμω μ++= > ,
(23.1.38)
with the notations
2
2/, /km kmμω
′
==
, where m is the mass, k is an elastic
coefficient and
′
k is a coefficient of viscous dumping. We can write the equation in the
form of the system
==−−
12
2
212
dd
,2
dd
xx
xxx
tt
ωμ;
(23.1.38')
the characteristic equation is
−
=+ +=
−−−
22
2
1
20
2
λ
λμλω
ωμλ
,