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m e d i n g s of the 40th IEEE Conference on Decbion and Control

Orlando, Florida USA, December 2001

FrA04-2

On the Boundary Control of a Flexible Robot Arm

e m e r hlorgiil

Bilkent University, Dept. of Electrical and Electronics Engineering

06533,

Bilkent, Ankara, Turkey

Abstract

We consider a flexible robot arm modeled as a single flexible link clamped to a rigid body. We assume that the system performs only planar motion. For this sys- tem, we pose two control problems; namely, the orien- tation and stabilization of the system. We propose a class of controllers to solve these problems.

1 Introduction

In this paper, we study the motion of a rigid body with a flexible beam clamped t o it a t one end, the other end of the heam is free. We assume that the whole config- uration performs planar motion. For this structure we pose two control problems, which we refer to as "ori- entation" and "stabilization" problems. We propose a class of control laws which solve these problems. Our control laws consist of a torque law applied to the rigid body and a dynamic boundary force control law a p plied to the free end of the flexible link. We prove that the proposed control laws solve the control problems alluded to above.

2 Problem Statement

We consider a system which consists of a flexible beam clamped to a rigid huh at one end, is free a t the other end and the whole system performs planar motion. For a figure of this system, see [2]-[4]. Let

L

he the length of the beam,

Q

he tho point where the beam is clamped to the rigid hub, b he the distance between thc center of mass of the rigid hub and

Q.

Let u ( z , t ) he the displacement of the heam at z, and t

>

0. The relevant equations of motion are (in linearized form):

putt

+

EIU,,,,

+

p ( b

+

SIB

=

o

,

~ ( o , t )

=

n

,

(1)

1x8

=

EI(-buzz.(0,t)

+

u..(O,t))

+

N ( t )

,

( 2 ) u z ( 0 , t ) = u,z(L,t) = 0 1 E~u,,&,t) = f ( t ) , (3) where

N ( t )

is the control torque applied

to

the rigid huh, f ( t ) is the boundary control force applied to the free end of the beam. For details, see 121.

For the system given by (1)-(3) the following control problems are posed :

Problem 1 : (stabilization problem) Consider the sys- tem given by (1)-(3). Find appropriate control laws for

N ( t ) and f ( t ) such that a n appropriate norm of the solutions u ( z , t ) , u t ( z , t ) and B(t) of (1)-(3) decay to 0

a s t + m .

P r o b l e m 2: (orientation problem) Consider the sys- tem given by (1)-(3). Let a n angle 00 E [0,2*) he given. Find appropriate control laws for N ( t ) and f ( t ) such that the stability problem is solved, moreover we have limt,, B(t) = 00, where the angle Bo is the orientation angle. 0

To generate the boundary control force f ( t ) we propose the following class of controllers :

t i ~ = A w + h t ( L , t ) i z = - w 1 ~ 1 + u t ( L , t ) (4)

ii = ~ ~ z z , f ( t ) = c l ~ w + d u t ( L , t ) + k u ( L , t ) + k 2 z z ( 5 )

where

w

E

R"

is the actuator state,

A

E

RnX"

is a constant matrix, b , c E R" are constant column vectors,

d,

k ,

kz

are a constant real numbers, the superscript T

stands for transpose.

If

we take the Laplace transform, then the controller transfer function g(s) between its input u t ( l , t ) and output f ( t ) may he found as

where gl(s) = C ' ( d - A)-'b

+

d. We assume the fol- lowing throughout the paper :

A s s u m p t i o n 1 : A is Hurwitz stable and the triple

(A, b , c ) is minimal.

A s s u m p t i o n 2 : d

2 0; moreover there exists a con-

stant y, such that d

>

y

>

0 , and that the following holds :

d

+

Re{cr(jwl

-

.4)-'b}

>

y,

,

w E

R

.

(7)

Moreover, for d

>

0, we require y

>

0 as well. 0

To generate the control torque

N ( t ) ,

we propose the following control law :

N ( t ) = ( b

+

L)f(t)

- k,,#

-

k,(0

-

00)

,

( 8 ) where k,, k, are constant real numbers

(2)

3 S t a b i l i t y Results i : Stabilization Problem

For the sake of brevity, in the sequel we call the system given by (1)-(3), (4)-(5), (8) with

k;

= 0 as system

SI.

To analyze the system

SI,

we first define the function space

R I

as follows : z = ( U U

4

w z1 z 2 ) T

R I

= { ~ / u E H ~ , ~ E L ~ , ~ , z I , z ~ E R , ~ E R ” ) (9) for the definition of various spaces, see e.g. 121, 131.

The equations of the system

SI

can he written in the following abstract form :

i = A l z

,

~ ( 0 ) E311

,

(10)

T

where z

=

( U ut

8

w

zl z z )

XI

-+

RI

is a linear unbounded operator.

Theorem 1 : Consider the system given by (10). Let

kp

>

0, d

2

0,

k

2

0,

kz

2

0, and let the assumptions 1-2 hold, (Note that,

k,

= 0). Then,

i : The operator AI generates a Go-semigroup of con- tractions T l ( t ) on

‘HI;

moreover, if t ( 0 ) E D ( A l ) , then

t ( t )

= T l ( t ) z ( 0 ) ,

t

>_

0 , is the unique classical solution of (10) and z ( t ) E D ( A l ) f o r t 2 0, (for the terminology on semigroup theory, the reader is referred to e.g. 111).

ii : If

kz

=

0, stabilization problem is solved in asymp- totical sense in general, and is solved in exponential sense when d

>

0.

iii : If

kp

>

0, the stabilization problem is solved in asymptotical sense if T =

fi

is not a root of the following equation :

E

R I ,

the operator A I :

c o s h r s i n r - sinh r c o s r = 0

.

(11) P r o o f : Proof of this fact requires some length and is omitted here due to space limitations. 0

zz : Onentateon Problem

Let

Be

he the error angle defined as 8, = 8 -

Bo

Since

0, is a constant, it follows that 0 =

e,.

For

the sake of brevity, in the sequel we call the system given by (1)-(3), (4)-(5), (8) with

k,

>

0 as system

Sz.

The equations of the system

Sz

can be written in the following abstract form :

i = A z z

,

t ( 0 ) € 3 1 2

,

(12) ?‘

where

RZ

= 311

x R, t = ( U ut 8,

8,

w 21 22) E 312, the operator

A2

: 312

+

‘?f* is a linear unbounded

operator.

Theorem 2 : Consider the system given by (12). Let

kp

>

0,

ki

>

0, d

2

0,

k

2 0,

k 2

2

0, and let the

assumptions 1-2 hold, Then,

i : The operator A2 generates a Co-semigroup of COLI-

tractions Tz(t) on 312; moreover, if t(0) E D ( A z ) , then

z ( t ) = T*(t)z(O), t

2

0 , is the unique classical solution of (12) and z ( t ) E D ( A 2 ) f o r t 2 0, (for the terminology on semigroup theory, the reader is referred to e.g. 111). ii : If

k2

= 0, stabilization problem is solved in asymp- totical sense in general, and is solved in exponential sense when d

>

0.

iii :

If

kz

>

0, the stabilization problem is solved in asymptotical sense if r =

fi

is not a root of (11). P r o o f : Proof of this Thmrem is similar to that of Theorem 1, requires some length and hence is omitted here due to space limitations. 0

4 Conclusion

In this paper we studied the planar motion of a flexible structure which consists of a flexible beam clamped to a rigid huh. Such a structure may model a robot arm with a single flexible link, or a communication satelite with a flexible antenna. We posed an orientation and a stabilization problem for this configuration. To con- trol this structure we assumed that a control torque is applied to the rigid hub, and a boundary control force is applied to the free end of the flexible beam.

To

solve these problems we proposed a set of controllers. We then proved that the proposed controllers solve the stabilization and orientation problems in asymptoti- cal sense in general, and in exponential sense for some cases.

References

[l] Z.H.Luo, B.Z.Guo, and

0.

Morgiil, Stability and Stabilization of Infinite Dimensional Systems with Ap- plications, Springer-Verlag, series in Communications and Contr. Eng., London, 1999.

[Z] 0. Morgiil, “Orientation and stabilization of a flexible beam attached to a rigid body : planar mo- tion,” IEEE Trans. on Auto. Control, vol. 36, pp. 953- 963, 1991.

[3]

0.

Morgiil, “Control and stabilization of a Rexi- ble beam attached to a rigid body,” International J . of

Contml, Vol. 51, No. 1, pp.11-31, 1990.

‘[4]

0.

Morgiil, “Dynamic boundary control of a Euler-Bernoulli beam,” IEEE Trans. on Auto. Control,

vol. 37, No. 5, pp. 639-642, 1992.

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