(L)]
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417
e+(p(L)
yc
xc
xp
*"X
Fig. 11.2 The relation between local and base coordinate for tip
Where L is the length of the beam. Let M p = \\ ppdsp
mass of tip
p (a2 + b2)dsp
7p=—
moment of inertia of the tip mass w. r. t
the tip of the beam ac =
p ads lM
center of mass position in (a, b)
coordinates bc =
p bds lM
center of mass position in (a, b)
coordinates Therefore,
^ J W V + V)*, = ^[Ax\L) + {[acAx(L) Let
+ Ay2(L)] + -^-[(p(L) + d]2+Mp[(f>(L) + d] + bcAy(L)]cos(p(L)
+
[acAy(L)-bcAx(L)]sm(p(L)}
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Advanced Studies in Flexible Robotic Manipulators
Gx=acAx(L)
+ bcAy(L),
Gy=acAy(L)-bcAx(L). We obtain the tip kinetic energy as,
= -^[Ax2(L)
+ Ay2(L)] + ^[(j)(L) + e]2
+ Mp[(p(L) + 6](GX cos(p + Gy sin
+ d), + —c2m2
Ffe =Jpl
+ w(L)Fy]},
Hw=Mp(Fx-9Fy), H
=F
-M
F
11.3.2 Timoshenko Theory Model For Timoshenko Model, there are three independent variables, d,w(x) and (p(x). (p is treated as an independent variable in the derivation, and the motion equations motion are found to be, (D(p'Y-c((p
- w') - pS((p + 6) = 0, 2
C((p-w')
+ p(xd + w-d w)
I„d + — [Lp[xw + (x2+w2)e
(11.3.5)
= 0,
(11.3.6)
+ S(6 + w)]dx + He =t,
(11.3.7)
with boundary conditions, x
x = L,
= 0,
D
w = 0, =0,
(11.3.8) (11.3.9)
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421
where H9 H^ and Hw are given by the same equations as in the EulerBernoulli model. Note that now we have three, instead of two, coupled motion equations. 11.4 Linearization 11.4.1 Introduction In order to analyze fundamental vibration behaviors and the time response of the manipulator system, we need to linearize the nonlinear dynamic equations. The dynamic models after linearization are easier to analyze and easier for control design. To linearize the dynamic models described in the previous section, we neglect all deformation terms which are higher than the first order. This is justified due to the small deformation assumption. All the second or higher order displacement and strain terms are ignored [21] for both the Euler-Bernoulli and Timoshenko beam theories. In addition, we ignore all the second or higher order cross terms. Note that these simplifications have been adopted in almost all the published works on modeling of flexible manipulators. As we can see later from the simulation results, nonlinear terms have noticeable effects on dynamic responses of flexible arms only when motion speeds are extremely high. After a tedious process of simplification, we arrive at the following relationships, H
e ~ Hv + LHw,
Fx=Ax(x) Ffe=Jp{
H
w = mPFx>
H
(p = F
+ ac((p + e) + 6) +
acMpAx{L)
Therefore: — Jo\Lp[s(w + sd) + S(d+(f>)]ds + He =-D
(11.4.1)
which enables us to eliminate the integral terms in dynamic equations. To make the form of dynamic equations simpler, we further define the total deflection V and rotation CC of the manipulator as,
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Advanced Studies in Flexible Robotic Manipulators
v(x,t) = w(x,t) + xd(t),
a(x,t) = (p(x,t) + d(t)
(11.4.2)
In terms of the total deflection and rotation, the linearized dynamic equations of flexible manipulators can be summarized as follows. 11.4.2 Euler-Bernoulli Model after Linearization Using Eq. (11.4.1), we have (Dv")" + p(v-Sv") = 0 IHd-Dv"(0) =T
(11.4.3) (11.4.4)
with boundary conditions, JC = 0 , v = 0, v' = 0; (11.4.5) x = L, Dv" + Jpv' + acMpv = 0, ( D v " ) ' - p S v ' = Mp(v + acv'). (11.4.6) Note that in the dynamic models presented in [1], neither the rotary inertia nor the size of the tip load had been considered (i.e., S = 0 and ac = 0 were assumed). 11.4.3 Timoshenko Model after Linearization Similarly, we have
(Da'Y-C(a~v,)-pSa = 0, [C(a - v')]' + pv = 0, (11.4.7) IH6-Da'(0) = T, (11.4.8) with boundary conditions, JC = 0 ,
v = 0,
a = 6;
x = L, Dcc' + Jpa + acMpv = 0,
C{a-v')
(11.4.9)
= Mp{v + aca). (11.4.10)
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423
Note that when no tip load is present, the equations in this case are the same as those given in [33]. From boundary conditions (11.4.5) or (11.4.6), we find the equation (11.4.6) can be used to calculate hub rotation 6 and thus to eliminate 0 from dynamic equations. To compensate for the lost boundary condition, Eq. (11.4.4) or (11.4.8) can be considered as the new condition. As a matter of fact, Eq. (11.4.4) or (11.4.8) does represent the dynamic torque balance equation of the hub according to EulerBernoulli or Timoshenko beam model. 11.4.4 Dimensionless Functions, Variables and Parameters The linearized equation of motion may be further simplified by introducing the following dimensionless variables and parameters,
z&=-L,
Z=T
M
8=~,
a = —,
P
1
J
pL
pU
pU
H
P
c
D
, (11.4.11)
a r
c
L
(11.4.12)
The resulting equations are: Euler-Bernoulli Model with Dimensionless Variables z"" + c2z-dc2z" = 0,
(11.4.13)
boundary conditions, z(0) = 0,
J?c2r(0)-z"(0) = — ;
(11.4.14)
Z'(1) + C2[KZ-'(1) + ^ ( 1 ) ] = 0 , z"(X) - 8c2z'(l) - /ic 2 [z(l) + £"(1)] = 0 Timoshenko Model with Dimensionless Variables
(11.4.15)
424
Advanced Studies in Flexible Robotic Manipulators f
2
a"-cj(a-z')-Sc a = 0;
a(a-z) + c2z = 0.
(11.4.16)
Boundary conditions, Z(0) = 0,
77c 2 a ( 0 ) - « ' ( ( ) ) = — ,
(11.4.17)
a , ( l ) + c2[K-a(l) + C^'(l)] = 0 , (j[a(l) - z'(l)] - nc2[zQ) + Cdt(l)] = 0 .
(11.4.18)
A prime now indicates the differentiation with respect to the dimensionless coordinate t, . Note that if the shear deformation is very small, G must be very large since the shear modulus G is large in this case. From Eq. (11.4.16), a must approach z' for all£ in order to keep G\CC — z) of finite value. Actually, the first equation of Eq. (11.4.16) reveals that a(fX-z')-^a'-5c2a-^ zm-5c2z as ( T - ) « . Substitute this result into the second equation and boundary conditions, we can show easily that the Timoshenko model reduces to the Euler-Bernoulli model w h e n (T —> 00.
Sometime it is much easier to deal with a single higher order decoupled partial differential equation than several coupled low order equations. Using the technique developed in [34], the two coupled equations in (11.4.16) can be decoupled by the following transformation, 2
z
= (f)\
a
=
(11.4.19)
G
where (/) is a new function which has to satisfy the equation, 1
iS
(7
G
0""-(— + <5)c20"+c20+ — c 4 0=O.
(11.4.20)
Thus, we have replaced two coupled second order equations involving two variables by an equivalent fourth order equation with one variable.
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425
11.5 Natural Frequencies and Model Shape Functions Based on the results in the previous section, the harmonic vibration equation of one-link flexible manipulators can be obtained easily as follows. Euler-Bernoulli Model Mathematically, synchronous motions imply that the solution of Eqs. (11.4.13), (11.4.14) and (11.4.15) is separable in the spatial variable and time, and hence it has the form, = z^)eiw'
z^,t)
(11.5.1)
where z(£) depends on the spatial position alone and em depends on time alone. Introducing Eq. (11.5.1) into Eqs. (11.4.13), (11.4.14) and (11.4.15), we can write, z"" + Sm2z"-m2z=0,
(11.5.2)
boundary conditions, z(0) = 0,
z"(0)+J]m2z\0)
= 0;
(11.5.3)
z " ( l ) - m V ( l ) + CiUz(l)] = 0, z"(l) + m2[(S + iiOz(l)
+ Lu(l)] = 0.
(11.5.4)
where m — cct) is the dimensionless frequency, and CO is the circular vibration frequency. The solution of Eq. (11.5.2) has exponential form z(E,) = Ae^
(11.5.5)
Introducing Eq. (11.5.5) into Eq. (11.5.2) and dividing through by we obtain the characteristic equation,
Ae^,
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Advanced Studies in Flexible Robotic Manipulators
r+Sm2X2-m2=0
(11.5.6)
and, Aj 3 = ±m
Let
'-8 + JS2+4m-^2 \
(11.5.7)
JS2+4m-2-S
(11.5.8)
yJS2+4m'2 +8
A=
\±mPxi
h
( 8 + ^S2+4m'2 A24 = ±m
mA,A2 _ 2
A, +A 2
2
(11.5.9)
j = 1,2,3,4
[±mP2
1 2
V5 +4m"2 '
The characteristic equation for determining the natural frequency can be found as,
£<5(m) =
z21(m)
z22(m)
= 0,
where ll
^12
Z*(l)-m 2 (KZ'(l) + £uZ(l))
^21
^22
Z"(l) + m 2 ((5 + MC)Z'(l) + /iZ(l)
Z
in which function Z = (zs,Zh)
is defined as,
zs(
A Comprehensive Study of Dynamic Behaviors of Flexible Robotic Links
427
and with (S ^ 0) the rotary inertia taken into account, respectively. No tip load is assumed in these two figures. Clearly, the effect of the rotary inertia on vibration frequency is significant, especially for higher order vibration modes. In the Fig. 11.3, H is the beam height and L is the beam length. m2 and mj are the frequency of the models with and without rotary inertia respectively. Curve A is the first mode, B is the second and C is the third.
Fig. 11.3 Influence of rotary inertia
The normalized modal shape functions of the natural vibration can found as,
z(£;m) = z ^ ) - ^ k ( £ ) , z12(w)
*,(& =
zfcm) (zG;m,)|2(6m,)), '
1 = 0,1,2
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Advanced Studies in Flexible Robotic Manipulators
where (*\*)s is the generalized inner product for the Euler-Bernoulli model,
(/14
s
£<£ + #*V£ +tf'(0)z'(0) + # (l)z(l)
+ /*C[/'(l)z(l) + /(l)z'(D] + tf'Qz'd) • Once can show the following orthogonal relationship between modal shape functions,
(z'\zj)s=S*>
lfrW=m28u,
S t f =j ° ! * J (11.5.11)
For high vibration modes, the computation of exponential functions involved in cosh and sinh functions becomes very difficult. Therefore it is very important to know the asymptotic behavior of high order vibrations. For 3 = 0, one can show that, A, —» 4m ,
A2 —» vm ,
as
m —» °°.
However, for 5 ?t 0, A, —» V&n ,
A2 —» l/V^",
as
m-*°°.
Therefore, some cosh and sinh functions of zs and zA will approach a constant value for high vibration modes, a very useful fact in numerical calculation. Timoshenko Model Mathematically, synchronous motions imply that the solution of Eqs. (11.4.15), (11.4.16) and (11.4.17) is separable in the spatial variable and time, and hence it has the form, ^,t)
=
^)eh
(11.5.12)
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429
where (j>(£)depends on the spatial position alone and e'wt depends on time alone. Introducing Eq. (11.5.12) intoEqs. (11.4.15), (11.4.16) and (11.4.17), we can write, # " ' - ( — + 8)m2
(11.5.13)
Boundary conditions, 2
0'(O) = O,
2
2
f(O) + 77m [0'(O) +
a
0(0)] = 0,
(11.5.14)
a
>"(l) - m2K-(/>(l) + m2 (— - CM)0'(1) - » n > ( l ) = 0, a
^ * ( i ) + Mf(i) + (i+C-)0(i) = o.
(11.5.15)
The solution of Eq. (11.5.13) has exponential form (11.5.16) Introducing Eq. (11.5.16) into Eq. (11.5.13) and dividing through by Ae^, we obtain the characteristic equation, XA + (S + —)m2X2 - (1 + — ) m 2 = 0
(11.5.17)
<7
Which has the roots, ( A,_3 = ± m
•8,+j8;+48,
X2A = ±m
Ss+yjSs2+48dm
m
(11.5.18) Where
8s=(-
+
S),5d=(-c2+l).
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Advanced Studies in Flexible Robotic Manipulators 1
Let
A=
2
2 ; Sd +A5dm +SS
2
j^
j8d +48dm- -5sY • &
=
2 (11.5.19)
A
\±mB.i J=L «
'
7 = 1,2,3,4.
(11.5.20)
_ m\m2 + (-l)'oA»2] _ m[l + (-l)'oj3,.2]
''" o A ^ V + V ) ~oPip2(pl2+P22)' The characteristic equation for determining the natural frequencies is ^CT(m) = det
011(™)
012 ( m )
021 (™)
022 (™)
where 011 012 021 022
0*(1) - m2KO'(l) + m2 (]/a - &*)*'(!) - K^4 *(1)/
in which = (
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431
0.95
0.85-
0.75
Fig. 11.4 Influence of shear deformation
300
Fig. 11.5
Influence of rotary inertia and shear deformation
rotary inertia respectively. Curve A is the first mode, curve B is the second mode and curve C is the sixth mode.
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Advanced Studies in Flexible Robotic Manipulators
In Figure 11.5, different modal frequencies calculated from EulerBernoulliith and without rotary inertia and Timoshenko models, respectively are illustrated, in terms of (4coL/(n + l)n)-yjp/EI
vs.
(n + 1)/(2L). This indicates clearly that the effect of rotary inertia and shear deformation is profound for high order vibration modes. In the Figure 11.5, CO is the natural frequency, c = L^jp/EI, n is the order of vibration mode. Curve A is Euler-Bernoulli model without rotary inertia, curve B is Euler-Bernoulli model with rotary inertia, curve C is Timoshenko model. The normalized modal shape functions of natural vibration can be found as,
012 O )
a
z£;mi),a{£;mi)\z{$;mi),a{&™i))a
«,(£):
'
(z(£;inJ J a(f;m 1 .)|z($;in,),a(§;/n i )) f f ' 1 = 0,1,2,....,
where (*\*)s is the generalized inner product for the Timoshenko model,
(/1z)ff
s
£t/z + * « K + rig(0)a(0) + #(l)z(l) + nC[g(l)z(}) + /d)a(l)] + Kg(l)a(l) = 0.
Similar to the Euler-Bernoulli Model, the following orthogonal relationship is true,
A Comprehensive Study of Dynamic Behaviors of Flexible Robotic Links
(zm.,«,. | Zj ,aj ) g = Sy,
433
+ G{a - z-)(a - z) )d$ = m2<5,y,
face]
(11.5.22) Note that
{f\z)a={f,f'\z,z)a.
When m >
P,=
Ss-(-iyJs/+4m-
.
k,=
o)31/32(j312 + /J22)
,
i = 1,2;
and cosh and sinh functions in (f)s and (j)h are replaced by cos and sin functions, respectively. Therefore, for large natural vibration frequencies, the computational problem associated with the exponential functions does not appear here. 11.6 Step Responses and General Solutions In this section, we present analytic expressions of step and general responses for flexible manipulators. The results in section 11.5 are used extensively here. The detailed derivation of these responses is quite tedious and only the final results are given in this section. For step input T = constant, one can find step responses of system (4.134.15) and (4.16-4.18) as, z(Z,t) = zlp(Z,t) + T'£[cn5 cos(O,(t-t0) + ci28 sinfl^r-f,,)]*,^) ;=o (11.6.1) za (£, t) = z^ (£, 0 + TJT [cna cos to,, (t - 1 0 ) + ci2" sin a, (t - 1 0 )]Zgi,(£) i=0
(11.6.2) a(£,t) = a^&t)
+ T£[C„ C T
cosfl>,(f-/„) + ct°
sinoo,(t-t 0 )]a,(O
1=0
(11.6.3)
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Advanced Studies in Flexible Robotic Manipulators
where z and (za,OC) are for the Euler-Bernoulli (Timoshenko) and z
sP'zap models,
anc
*
0c
ap
i (z*.z„) -Sp,'"op = a*
are tne
corresponding particular solutions of these
S^-c'M.-A.)
; (or = ar
(t~t0)2
c2A„
Where,
MO
5!
2!
3!
3
ff
5!
4,(0 = 1
Cj= — + (1 + C)M'
i^ ,. r a
3!
2! cr
c 3 ^ + c2£.
4!
And,
3
2!
1
C 2 = — + 5 + K" + 2^U + JU,
C3=CJ+5,
1 a=
plf(n + c2)
To determine the coefficients in (11.5.15-11.5.17), we consider the initial conditions,
zG,t0) = HS0®, za(Z,t0) = Ha0({;),
z(Z,t0) = HS0(O, *„(§,/„) = £,„(§),
Using orthogonal relationships (5.5) and (5.10), we found, ca* =ac2pid
+(HS0\Zi)5,
ci2*
=—(ti50\z,)5;
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435
Cn" =ac2Pi° +(H ff0 ,^ 0 |z rt ,a,.) ff , C
i2
"~
m,
("trO'AxO
where
For zero initial conditions, step responses become, Z(£,t) = Zz&V + T^P* COSCDiit-t^z,®
zff(£f) = z^O+TX/V r cosa>,(f-f 0 )z fl( (£) i=0
a(£,t) = aap(Z,t) + T^piacoscQi(t-t0)ai(O 1=0
Therefore, after taking derivatives with respect to time, we find impulse responses of flexible manipulators as, zhG,t) = a£(t-t0)-'£ptSG>tsmG)i(t-t0)zl(Z) ;=o
(11.6.4)
ZtoG,t) = a£(t-t0)-'£piaG>isma>l(t-tQ)zal(Z)
(11.6.5)
1=0
a A (^0 =
fla-?o)-XA<7ft>,sinco,a-?0)a,.(^)
(11.6.6)
1=0
Using the Duham's Theorem [17], we can find the response of a flexible manipulator under a general input T = t(t). For the EulerBernoulli model, the response is, z(£,t) = \ zh(£,tyc(t-s)ds,
(11.6.7)
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Advanced Studies in Flexible Robotic Manipulators
and for the Timoshenko model, za(|,0
= f zah(£,t)r(t-
s)ds,a(£,t)
= f ah(£,t)r(t
- s)ds
«o
•"o
(11.6.8) The corresponding transfer functions can be determined easily as,
*B'«.*)=^-4-s-^«) r(r(o
5
<>••«)
j 2 ns +o)i
These results are very useful in control design for flexible manipulators. 11.7 Conclusion Based on the two dynamic models for one-link flexible manipulators, a comprehensive study on the dynamic effects of rotary inertia and shear deformation has been conducted in the chapter. Analytical expressions of vibration frequencies and shape functions, step responses, and general solutions of one-link flexible manipulators have been derived. To illustrate the effects of rotary inertia and shear deformation, various numerical results have been presented through the chapter. Results obtained in this chapter have shown clearly that both rotary inertia and shear deformation have significant influences on the dynamic behaviors and should be considered in control design. References 1.
F. Bellezze, L. Lanari and G. Ulivi, Exact Modeling of the Flexible Slewing Link, IEEE 1990 International Conference on Robotics and Automation, Vol.2, pp.734739, 1990.
A Comprehensive Study of Dynamic Behaviors of Flexible Robotic Links 2.
3.
4.
5.
6. 7.
8. 9. 10.
11. 12.
13.
14.
15. 16.
17. 18. 19.
20.
437
M. Boutaghou and A. G. Erdman, A Unified Approach for the Dynamics of Beams Undergoing Arbitrary Spatial Motion, Journal of Vibration and AcousticsTransactions of the ASME, Vol.113, No.4, pp.494-507,1991. R. H. Cannon, Jr. and E. Schmitz, Precise Control of Flexible Manipulators, Robotics Research: The First Int. Symposium, MIT Press, Cambridge, MA, pp.841861, 1984. S. Cetinkunt and W. L. Yu, Closed Loop Behavior of a Feedback Controlled Flexible Arm: A Comparative Study, Int. J. of Robotics Res., Vol.10 No.3, pp.263275,1991. Y. Chait, A Natural Modal Expansion for the Flexible Robot Arm Problem via a Self-Adjoint Formulation, IEEE Trans, on robotics and Automation Vol.6 No.5, pp.601-604,1987. R. W. Clough and J. Penzien, Dynamics of Structures, McGraw-Hill, New York, 1975. G. R. Cowper, On the Accuracy of Timoshenko's Beam theory, Journal of the Engineering Mechanics Division, Proc. of the ASME, Vol.94, EM6, pp.1447-53, 1968. G. R. Cowper, The Shear Coefficients in Timoshenko's Beam theory, Journal of Applied mechanics, Vol.33, pp.335-339,1968. R. M. Davies, A Critical Study of the Hopkins Pressure Bar, Philosophical Transactions of Royal Society, Serial A, 240, pp.454-461,1948. A. De Luca, P. Lucibello, and G. Ulivi, Inversion Techniques for Trajectory Control of Flexible Robot Arms, Journal of Robotic Systems, Vol.6, No.4, pp.325-344, 1989. A. De luca, B. Siciliano, Trajectory Control of Non-linear One Link Flexible Arm, Int. Journal of Control, Vol.50, ppl699-1715, 1989. T. C. Huang, The Effect of Rotary Inertia and Shear Deformations on the Frequency and Nominal Mode Equations of Uniform Beams with Simple End Conditions, Journal of Applied Mechanics, Vol.28 pp.579-589, 1961. T. R. Kane, R. R. Ryan and A. K. Bamerjee, Dynamics of a Cantilever Beam Attached to a Moving Bar, Journal of Guidance and Control, Vol.10, pp.139-151, 1989. M. Kelemen and A. Bagchi, Modeling and feedback Control of a Flexible Arm of a Robot for Prescribed Frequency-domain Tolerances, IFAC Journal Automatica, Vol.29, No.4, pp.899-909, 1993. F. Khorrami and Umit Ozguner, Perturbation Method in Control of Flexible Link Msnipultors, IEEE Int. Conf. On Robotics and Automation, Vol.1, pp310-315, 1988. K. A. Morris and M. Vidyasagar, A Comparison of Different Models for Beam Vibrations from the Standpoint of Control Design, J. of Dynamic Systems, Measurement, and Control, Vol.112, pp349-356,1990. A Pars, A treatise on Analytical Dynamics, OX BOX press, Woodbridge, CT, 1979. T. Sakawa, F. Matsuno, and S. Fukushima, Modeling and Feedback Control of a Flexible Arm, Journal of Robotic Systems, Vol.2, pp.453-472, 1985. J. C. Simo and L. Vu-Quoc, On the Dynamics of Flexible Beams Under Large Overall Motions, Part I and II, Journal of Applied Mechanics, Vol.53, pp.849-863, 1986. S. Timoshenko, D. H. Young, and W. Weaver, Jr., Vibration Problems, in Engineering, New York: D. Van Nostrand Company, Inc., Third Edition, 1957.
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Advanced Studies in Flexible Robotic Manipulators
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A Comprehensive Study of Dynamic Behaviors of Flexible Robotic Links
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Flexible robotic manipulators pose various challenges in research as compared to rigid robotic manipulators, ranging from system design, structural optimization, and construction to modeling, sensing, and control. Although significant progress has been made in many aspects over the last one-and-a-half decades, many issues are not resolved yet, and simple, effective, and reliable controls of flexible manipulators still remain an open quest. Clearly, further efforts and results in this area will contribute significantly to robotics (particularly automation) as well as its application and education in general control engineering. To accelerate this process, the leading experts in this important area present in this book the state of the art in advanced studies of the design, modeling, control and applications of flexible manipulators.
Cover: The International Space Station. Photograph from the Gateway to Astronaut Photography of Earth. Courtesy of the NASA JOHNSON SPACE CENTER. Spine and back: A Flexible Robotic Arm Moving a Pallet During the International Space Station Construction. Photograph from the Gateway to Astronaut Photography of Earth. Courtesy of the NASA JOHNSON SPACE CENTER.
ISBN 981-238-390-5
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