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SOME MECHANICAL SYSTEMS AND THEIR EQUILIBRIUM STATES

Dorin Wainberg 1

Abstract. In the first part of the paper some theoretical results (in-cluding the Lyapunov-Malkin theorem) are presented, followed in the second part by some of its applications in geometrical mechanics.

2000 Mathematics Subject Classification: 70E50 Keywords and phrases: equilibrium states, stability.

1. Theoretical aspects

To explain the stability concept, we need some basic notions and results from the theory of dynamical systems.

The lows of Dynamics are usually presented as equations of motion, which we will write as differential equations:

˙

x=f(x) (1.1)

where

x= 

   

x1 x2

...

xn

   

∈Rn

is a variable describing the state of the system. The function

f :Rn→Rn is smooth of x, and

˙

x= dx

dt.

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The set of all allowed x forms the state space of (1.1). When the time advances, the system’s state is changed.

Definition 1.1An pointxe∈Rnis called equilibrium point for the system

(1.1) if:

f(xe) = 0.

Remark. It is clear that the constant function

x(t) = xe

is a solution for (1.1) and from the existence and uniqueness theorem it results that does not exists other solution containing xe. So the unique trajectory

starting at xe is xe itself, i.e. xe does not changes in time.

Definition 1.2. Let xe be an equilibrium state for (1.1). We will say

thatxe is nonlinear stable (or Lyapunov stable) if for any neighborhood U of

xe there exists a neighborhood V of xe, V ⊂ U such that any solution x(t),

initially in V (i.e. x(0)V), never leaves U.

Definition 1.3. If V in Definition 2 can be chosen such that

lim

t→∞

x(t) =xe,

then xe is called asymptotically stable.

Definition 1.4. An equilibrium state xe that is not stable is called

unstable.

Let us consider the following system of differential equations of order one:

˙

x=Ax+X(x, y) ˙

y=By+Y(x, y) (1.2)

where x Rm, y

∈Rn, A and B are constant matrices such that all eigen-values of Aare of nonzero real parts and all eigenvalues of B are of zero real parts, and the functions X, Y satisfy the following conditions:

(3)

iii) Y(0,0) = 0, iv) dY(0,0) = 0.

We will take now the particular case of (1.2) in which the matrix B is

On. The equations (1.2) become:

˙

x=Ax+X(x, y) ˙

y=Y(x, y) (2.3)

Theorem 1.1. (Lyapunov-Malkin) Under the above conditions, if all eigenvalues of A have negative real parts and X(x, y) and Y(x, y) vanish when x= 0, then the equilibrium state

x= 0, y= 0

of the system (??) is nonlinear stable with respect to(x, y)and asymptotically stable with respect to X.

For the proof of this basic result see Zenkov, Bloch and Marsden [6].

2. Applications of Lyapunov-Malkin Theorem

Example 2.1. (Volterra model with two controls on axes Ox1 and Ox2) The Volterra model equations with two controls on axes Ox1 and Ox2 are

writing in the following form:  

 ˙

x1 =x1x2

˙

x2 =x2x3 x1x2+u1

˙

x3 =x1x3+u2

(2.1)

The controls u1 and u2 will be written as:

u1(x1, x2, x3) = αx2 u2(x1, x2, x3) = βx3

where α, β , α, β < 0. Then the dynamics described by (2.1) takes the following form:

 

 ˙

x1 =x1x2

˙

x2 =x2x3x1x2+αx2

˙

x3 =−x1x3+βx3

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If we consider: x= x2 x3

, y =x1, X(x, y) =

x2x3−x1x2

−x1x3

,

Y(x, y) = x1x2

then the system (2.2) can be written in the following equivalent form:

˙

x=Ax+X(x, y) ˙

y=Y(x, y) (2.3)

where: A= α 0 0 β

Now we must verify the conditions from the Lyapunov-Malkin theorem for system (2.3). We have successively:

i) X(0,0) =

x2x3x1x2

−x1x3

(0,0,0)

= 0 0 ,

Y(0,0) = [x1x2](0,0,0) = 0.

ii) X(0, y) =

0 0

, () yR, Y(0, y) = 0, () yR.

iii) DX Dx

(0,0) =

" (x

2x3−x1x2) ∂x2

∂(x2x3−x1x2) ∂x3 ∂(−x1x3)

∂x2

∂(−x1x3) ∂x3

#

(0,0,0)

=

x3x1 x2

0 x1

(0,0,0)

= 0 0 0 0 , DX Dy

(0,0) =

" (x

2x3−x1x2) ∂x1 ∂(−x1x3)

∂x1

#

(0,0,0)

=

−x2

−x3

(0,0,0)

= 0 0 , DY Dx

(0,0) =

h

∂(x1x2) ∂x2

∂(x1x2) ∂x3

i

(0,0,0)

=

x1 0

(0,0,0) =

0 0

(5)

DY Dy

(0,0) = [x2](0,0,0) = [0].

iv) The characteristic polynomial of A is

PA(x) = det

αx 1

0 βx

= (αx)(βx),

and it has negative roots. So we have the eigenvalues of the matrix A,

x1 =α <0, x2 =β <0.

We can conclude, by Lyapunov-Malkin theorem, that:

Proposition 2.1. The equilibrium state (0,0,0) for the system (2.2) is nonlinear stable.

Example 2.2. (The ball-plate poblem) The equations for the ball-plate problem with two controls on axesOp2 ¸si Op3 are given by:

 

 ˙

p1 =p2p3

˙

p2 =p1p3+u2

˙

p3 =u3

(2.4) The controls u2 and u3 will be written as:

u2(p1, p2, p3) =mp3

u3(p1, p2, p3) =−mp2+ 3mp3

where e < 0, e R. Then the dynamics described by (2.4) takes the following form:

 

 ˙

p1 =p2p3

˙

p2 =p1p3+mp3

˙

p3 =ep2+ 3mp3

(2.5) where m <0,m R. Now we consider:

x=

p2 p3

, y =p1, X(x, y) =

p1p3

0

,

Y(x, y) =p2p3.

and the system (2.5) can be written in the following equivalent form:

˙

x=Ax+X(x, y) ˙

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where:

A=

0 m

−m 3m

.

Now we must verify the conditions from the Lyapunov-Malkin theorem for system (2.6). We have successively:

i) X(0,0) =

p1p3

0

(0,0,0)

= 0 0 ,

Y(0,0) = [p2p3](0,0,0) = [0].

ii) X(0, y) =

p1p3

0

(p1,p2=0,p3=0)

=

0 0

, () yR2, Y(0, y) = [p2p3](p1,p2=0,p3=0) = [0], (∀) y∈R

2.

iii) DX Dx

(0,0) =

" ∂p

1p3 ∂p2

∂p1p3 ∂p3 ∂0 ∂p2 ∂0 ∂p2 #

(0,0,0)

=

0 p1

0 0

(0,0,0)

= 0 0 0 0 , DX Dy

(0,0) =

" ∂p

1p3 ∂p1

∂0

∂p1

#

(0,0,0)

=

p3

0

(0,0,0)

= 0 0 , DY Dx

(0,0) =

h

∂(−p2p3) ∂p2

∂(−p2p3) ∂p3

i

(0,0,0)

=

−p3 p2

(0,0,0) =

0 0 , DY Dy

(0,0) =

h

∂(−p2p3) ∂p1

i

(0,0,0)

= [0]

iv) Again the characteristic polynomial of A is

PA(x) = det

−x m

−m 3ex

=x23mx+m2,

and it has negative roots. So we have the eigenvalues of the matrix A,

x1,2 =

3m±m√5

2 <0, form <0.

(7)

Proposition 2.2 The equilibrium state (0,0,0) for the system (2.6) is nonlinear stable.

References

[1] Andrica, D., Critical Point Theory and Some Applications, Cluj Uni-versity Press, 2005.

[2] Craioveanu, M., , Introducere ˆın geometria doferent¸ial˘a, Ed. Univer-sit˘at¸ii de Vest, Timi¸soara, 2008.

[3] Makin, I.G. On the stability of motion in sense of Lyapunov, Matemat. Sbornik, XXXV, 1938, pp 47-101.

[4] Marsden, J.E., Generalized Hamiltonian mechanics, Arch. Rational Mech. Anal., 28, 1968, pp 323-361.

[5] Puta, M.Hamiltonian Mechanical Systems and Geometric Quantiniza-tion, Kluwer Academic Publishers, 1993.

[6] Zenkov, D., Bloch, A., Marsden, J.E., The energy-momentum method for the stability of nonholonomic systems, Dynamics and stability of systems, vol. 13, no. 2, (1998), 123–165.

Author:

Dorin Wainberg

Department of Mathematics ”1 Decembrie 1918” University Alba Iulia

Romania

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