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CH3.2 control systens 2 slides study.pdf
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CH3.2 control systens 2 slides study.pdf
1.
CONTROL SYSTEMS II Mutaz
Ryalat Mechatronics Department(ME) School of Applied Technical Sciences (SATS) The German-Jordanian University (GJU) MR © ˆ Lecture 2 1/35
2.
ME547-8 CONTROL SYSTEMS II CH
3 (Modeling in the Time Domain) ❑ 3.5 Converting a Transfer Function to State Space ❑ 3.6 Converting from State Space to a Transfer Function ❑ 3.7 Linearization MR © ˆ Lecture 2 2/35
3.
3.5 Converting a
Transfer Function to State Space MR © ˆ Lecture 2 3/35
4.
Transfer Function Representation ❑
Using the Laplace transform, it is possible to convert a system’s time-domain representation into a frequency-domain input/output representation, known as the transfer function. In so doing, it also transforms the governing differential equation into an algebraic equation which is often easier to analyze. ❑ Transfer Function. The transfer function of a linear, time-invariant, differential equation system is defined as the ratio of the Laplace transform of the output (response function) to the Laplace transform of the input (driving function) under the assumption that all initial conditions are zero in the in the frequency domain. ❑ The Laplace transform of a time domain function, f(t), is defined below: F(s) = L{f(t)} = Z ∞ 0 e−st f(t)dt where the parameter s = σ + jω is a complex frequency variable. MR © ˆ Lecture 2 4/35
5.
Transfer Function Representation ❑
The Laplace transform of the nth derivative of a function is particularly important: L dn f dtn = sn F(s) − sn−1 f(0) − sn−2 ˙ f(0) − ... − f(n−1) (0) ❑ Frequency-domain methods are most often used for analyzing LTI single-input/single-output (SISO) systems, e.g. those governed by a constant coefficient differential equation, as shown below: an dn y dtn + ... + a1 dy dt + a0y(t) = bm dm u dtm + ... + b1 du dt + b0u(t) ❑ The Laplace transform of this equation is given below: ansn Y (s)+...+a1sY (s)+a0Y (s) = bmsm U(s)+...+b1sU(s)+b0U(s) ❑ where Y (s) and U(s) are the Laplace Transforms of y(t) and u(t), respectively. MR © ˆ Lecture 2 5/35
6.
Transfer Function Representation ❑
Note that when finding transfer functions, we always assume that the each of the initial conditions, y(0), ẏ(0), u(0), etc. is zero. The transfer function from input U(s) to output Y (s) is, therefore: G(s) = Y (s) U(s) = bmsm + bm−1sm−1 + ... + b1s + b0 ansn + an−1sn−1 + ... + a1s + a0 ❑ It is useful to factor the numerator and denominator of the transfer function into what is termed zero-pole-gain form: G(s) = N(s) D(s) = K (s − z1)(s − z2)...(s − zm−1)(s − zm) (s − p1)(s − p2)...(s − pn−1)(s − pn) ❑ The zeros of the transfer function, z1, . . . , zm, are the roots of the numerator polynomial, i.e. the values of s such that N(s) = 0. The poles of the transfer function, p1, . . . , pn, are the roots of the denominator polynomial, i.e. the values of s such that D(s) = 0. Both the zeros and poles may be complex valued (have both real and imaginary parts). The system Gain is K = bm/an. MR © ˆ Lecture 2 6/35
7.
3.5 Converting a
Transfer Function to State Space and vice versa MR © ˆ Lecture 2 7/35
8.
TF’s to State-Space
Models ❑ The goal is to develop a state-space model given a transfer function for a system G(s). ❑ But there are three primary cases to consider: ❑ Simple numerator G(s) = Y (s) U(s) = 1 ansn + an−1sn−1 + ... + a1s + a0 ❑ Numerator order less than denominator order G(s) = Y (s) U(s) = bmsm + bm−1sm−1 + ... + b1s + b0 ansn + an−1sn−1 + ... + a1s + a0 , m n ❑ Numerator equal to denominator order G(s) = Y (s) U(s) = bmsm + bm−1sm−1 + ... + b1s + b0 ansn + an−1sn−1 + ... + a1s + a0 , m = n MR © ˆ Lecture 2 8/35
9.
TF’s to State-Space
Models ❑ For case 1 consider the third order system: G(s) = Y (s) U(s) = 5 s3 + 10s2 + 31s + 30 , ❑ From this we have s3 Y (s) + 10s2 Y (s) + 31sY (s) + 30Y (s) = 5U(s). ❑ it can be rewritten as the differential equation ... y + 10ÿ + 31ẏ + 30y = 5u. ❑ The differential equation is third order, and thus there are three state variables: x1 = y, x2 = ẏ, and x3 = ÿ. ❑ The first derivatives are: ẋ1 = x2 ẋ2 = x3 ẋ3 = −30x1 − 31x2 − 10x3 + 5u(t) (1) MR © ˆ Lecture 2 9/35
10.
ẋ1 = x2 ẋ2
= x3 ẋ3 = −30x1 − 31x2 − 10x3 + 5u(t) (2) Or, in matrix form: ẋ1 ẋ2 ẋ3 = 0 1 0 0 0 1 −30 −31 −10 x1 x2 x3 + 0 0 5 u(t) y = 1 0 0 x1 x2 x3 MR © ˆ Lecture 2 10/35
11.
TF’s to State-Space
Models ❑ For case 2 consider the third order system: G(s) = Y (s) U(s) = s2 + 7s + 2 s3 + 9s2 + 26s + 24 = N(s) D(s) , ❑ Let Y (s) U(s) = Y (s) W(s) · W(s) U(s) ❑ where Y/W = N(s) and W/U = 1/D(s). ❑ The transfer function in block diagram cascade form ❑ Then representation of W/U = 1/D(s) is the same as case 1 s3 W(s) = −9s2 W(s) − 26sW(s) − 24W(s) + U(s) ... w = −9ẅ − 26ẇ − 24w + u(t). (3) MR © ˆ Lecture 2 11/35
12.
❑ Then, consider
Y/W = N(s), which implies that Y (s) = s2 W(s) + 7sW(s) + 2W(s) y(t) = ẅ + 7ẇ + 2w (4) ❑ The time-domain differential equations for the whole system: ... w = −9ẅ − 26ẇ − 24w + u(t). y(t) = ẅ + 7ẇ + 2w (5) ❑ The differential equation is third order, and thus there are three state variables: x1 = w, x2 = ẇ, and x3 = ẅ. ❑ The first derivatives are: ẋ1 = x2 ẋ2 = x3 ẋ3 = −24x1 − 26x2 − 9x3 + u(t) y = 2x1 + 7x2 + x3. (6) MR © ˆ Lecture 2 12/35
13.
ẋ1 = x2 ẋ2
= x3 ẋ3 = −24x1 − 26x2 − 9x3 + u(t) y = 2x1 + 7x2 + x3. (7) Or, in matrix form: ẋ1 ẋ2 ẋ3 = 0 1 0 0 0 1 −24 −26 −9 x1 x2 x3 + 0 0 1 u(t) y = 2 7 1 x1 x2 x3 MR © ˆ Lecture 2 13/35
14.
3.6 Converting from
State Space to a Transfer Function MR © ˆ Lecture 2 14/35
15.
State space equations: Consider
a system: ẋ = Ax + Bu (8) y = Cx + Du, (9) Laplace transform assuming zero initial conditions: sX(s) = AX(s) + BU(s) Y (s) = CX(s) + DU(s) (10) which implies: (sI − A)X(s) = BU(s) . Premultiply both sides with (sI − A)−1 to obtain: X(s) = (sI − A)−1 BU(s) + (sI − A)−1 x(0) . From (9), the Laplace transform of the output is: Y (s) = C(sI − A)−1 BU(s) | {z } CX(s) +DU(s) . MR © ˆ Lecture 2 15/35
16.
For SISO system,
the TF is by definition: G(s) = Y (s) U(s) = C(sI − A)−1 B + D . ❑ Transfer function can be rewritten as: G(s) = C adj(sI − A)B + D det(sI − A) det(sI − A) or G(s) = det sI − A −B C D det(sI − A) ❑ Poles of the transfer function G(s) are the eigenvalues of state matrix A, that is the solutions to the characteristic equation: det(sI − A) = 0 . ❑ Zeros of the transfer function G(s) are solutions to: C adj(sI − A)B + D det(sI − A) = 0 MR © ˆ Lecture 2 16/35
17.
Find the transfer
function for the following system ẋ1 ẋ2 ẋ3 = 2 3 −8 0 5 3 −3 −5 −4 x1 x2 x3 + 1 4 6 u(t) y = 1 3 6 x1 x2 x3 MR © ˆ Lecture 2 17/35
18.
Solution A = 2 3
−8 0 5 3 −3 −5 −4 , B = 1 4 6 , C = 1 3 6 , D = 0. G(s) = Y (s) U(s) = C(sI − A)−1 B . (sI − A) = s 0 0 0 s 0 0 0 s − 2 3 −8 0 5 3 −3 −5 −4 = s − 2 −3 8 0 s − 5 −3 3 5 s + 4 (sI−A)−1 = adj(sI − A) det(sI − A) = s2 − s + 5 3s + 25 8s + 49 −9 s2 + 2s − 32 3s − 6 −3s + 15 −5s + 1 s2 − 7s + 10 s3 − 3s2 − 27s + 157 MR © ˆ Lecture 2 18/35
19.
Solution G(s) = C(sI
− A)−1 B = 1 3 6 s2 − s + 5 3s + 25 8s + 49 −9 s2 + 2s − 32 3s − 6 −3s + 15 −5s + 1 s2 − 7s + 10 s3 − 3s2 − 27s + 157 1 4 6 Therefore, G(s) = 49s2 − 349s + 452 s3 − 3s2 − 27s + 157 MR © ˆ Lecture 2 19/35
20.
3.7 Linearization MR ©
ˆ Lecture 2 20/35
21.
Linearization ❑ The differential
equations of motion for almost all processes and plants selected for control in nature are nonlinear. On the other hand, most analysis and control design methods are much easier for linear than for nonlinear models. ❑ A nonlinear differential equation is an equation for which the derivatives of the state have a nonlinear relationship to the state itself and/or the control. In other words, a general nonlinear state-space model can be written in the form: ẋ = f(x, u) (11) y = h(x, u), (12) where x ∈ Rn , u ∈ Rm and y ∈ Rp are respectively the state, input and output of the system. Equation (11) is called the state equation and (12) is called the output equation. MR © ˆ Lecture 2 21/35
22.
Equilibria and Linearization ❑
Linearization is a method that allows us to represent a general nonlinear state space model (11), (12), locally about an operating (nominal) point (equilibrium), by a linear state-space model. It involves finding a linear model that approximates a nonlinear one. ❑ This nominal point is physically defined usually by the designer and, roughly speaking, should be a condition where the system is expected to spend most of its life at. ❑ In control engineering a normal operation of the system may be around an equilibrium point, and the signals may be considered small signals around the equilibrium. ❑ if the system operates around an equilibrium point and if the signals involved are small signals, then it is possible to approximate the nonlinear system by a linear system. MR © ˆ Lecture 2 22/35
23.
Equilibria and Linearization ❑
Equilibria (x0, u0) are defined as a set of solutions to the nonlinear algebraic equation: ẋ = f(x0, u0) = 0 ❑ the solution x = x0 is our nominal point. Finding this solution is the most difficult part of the linearization process. ❑ If x0 is obtained, then ẋ = f(x, u) is linearized around the nominal point (x, u) = (x0, u0) which may be expanded into a Taylor series about this point and keep the first order terms only: f(x, u) ≈ f(x0, u0)+ ∂f(x, u) ∂x x0,u0 (x−x0)+ ∂f(x, u) ∂u x0,u0 (u−u0) ❑ This is the equation for the linearization of a function f(x, u) at a point (x0, u0). MR © ˆ Lecture 2 23/35
24.
❑ Introduce new
variables δx = x − x0 and δu = u − u0. ❑ Expand the nonlinear equation into McLaurin series around the equilibrium and keep only the first order terms: ẋ0 + δẋ ≈ f(x0, u0) + Aδx + Bδu, where A and B are Jacobians of f with respect to x and u, evaluated at (x0, u0), that is: A = ∂f ∂x (x0, u0); B = ∂f ∂u (x0, u0) I.e. the elements of A and B are given by: A = [aij], where [aij] = ∂fi ∂xj , B = [bij], where [bij] = ∂fi ∂uj . ❑ The system: δẋ = Aδx + Bδu, (13) is called the linearization of the nonlinear model ẋ = f(x, u) at (x0, u0). MR © ˆ Lecture 2 24/35
25.
Example: The simple
pendulum system ❑ Derive the equilibrium points for the for the simple pendulum system shown and determine the corresponding linear model. ❑ where θ is the angle (assumed to be measured), T the controlled torque, l the pendulum length, M its mass. MR © ˆ Lecture 2 25/35
26.
Solution ❑ First write
the equations of motion , where all the mass is concentrated at the end point and there is a torque, Tc, applied at the pivot. ❑ Equations of motion: The moment of inertia about the pivot point is I = ml2 ❑ The sum of moments about the pivot point contains a term from gravity as well as the applied torque T ❑ The the nonlinear equations of motion of the simple pendulum: ΣM = Iα where α = θ̈ T − mgl sin(θ) = Iθ̈ ❑ which is usually written in the form θ̈ + g l sin(θ) = T ml2 ❑ This equation is nonlinear due to the sin(θ) term. MR © ˆ Lecture 2 26/35
27.
Solution: linearization ❑ First,
select as state variables x1 = θ x2 = θ̇. ❑ The equation of motion in in state-variable form is: ẋ = ẋ1 ẋ2 = x2 −ω2 o sin(x1) + u = f1(x, u) f2(x, u) = f1(x, u) ❑ where ωo = pg l , u = T ml2 . ❑ To determine the equilibrium state, suppose that the (normalized) input torque has a nominal value of uo = 0. Then ẋ1 = x2 = 0 =⇒ x2 = 0 ẋ2 = −ω2 o sin(x1) = 0, =⇒ sin(x1) = 0 ❑ sin(x1 = θ) = 0 =⇒ θo = 0, π. MR © ˆ Lecture 2 27/35
28.
Solution: linearization ẋ = ẋ1 ẋ2 = x2 −ω2 o
sin(x1) + u = f1(x, u) f2(x, u) = f1(x, u) ❑ The equilibrium θo = 0, π correspond to the downward and the inverted pendulum at rest configurations, respectively). ❑ The state-space matrices are given by A = ∂f1 ∂x1 ∂f1 ∂x2 ∂f2 ∂x1 ∂f2 ∂x2 # xo,uo = 0 1 −ω2 o cos(θo) 0 # B = ∂f1 ∂u ∂f2 ∂u # xo,uo = 0 1 # ❑ The linear system has eigenvalues of ±jωo and ±ωo corresponding to θo = 0 and π, respectively, with the latter inverted case being unstable as expected. MR © ˆ Lecture 2 28/35
29.
Example: The Magnetic
Levitation System ❑ Derive the equilibrium points for the for the Magnetic Levitation System shown and determine the corresponding linear model. MR © ˆ Lecture 2 29/35
30.
Introduction ❑ The Magnetic
Levitation system is a classic electromechanical experiment with interesting nonlinear dynamics and control challenges. ❑ Magnetic levitation technology is used in systems such as Maglev trains and electromagnetic cranes. Research is also being done to use magnetic control technology for contactless, high-precision positioning of wafers ❑ The Magnetic Levitation (MagLev) device is a single degree of freedom electromagnet-based system which is used to levitate a steel ball on air against the gravitational force by the electromagnetic force generated by an electromagnet which is controlled based on the measurement of the gap between the magnet and the ball. ❑ The overhead electromagnet, wound in coil, generates an attractive force on the metal ball that initially sits on the post. The position of the ball is measured using a photo-sensitive sensor embedded inside the post. The system also includes a current sensor to measure the current inside the electromagnet’s coil. MR © ˆ Lecture 2 30/35
31.
System Dynamics ❑ The
dynamics of the maglev system is described by the electrodynamics of the electromagnet and the forces acting upon the steel ball (magnetic gravity). The electromagnet can be easily modeled as a series RL circuit, where: ❑ R: resistance of the electromagnet ❑ L: inductance of the electromagnet ❑ M: mass of the steel ball ❑ C: magnetic force constant ❑ g: acceleration due to gravity ❑ e: voltage applied across electromagnet ❑ i: current through electromagnet ❑ y: gap between electromagnet center of ball MR © ˆ Lecture 2 31/35
32.
System Dynamics ❑ by
combining Newton’s second law and Kirchoff’s voltage law, the equations of motion of the system are represented as M d2 y dt2 = Mg − C i2 y2 e = Ri + L di dt (14) ❑ State Space Representation: ❑ The first step in developing the control for the maglev system is converting the system dynamics to a state space representation. ❑ The state variables are chosen as follows: x1 = y(t), x2 = ẏ(t), x3 = i(t) . The system input u(t) will be e(t) . MR © ˆ Lecture 2 32/35
33.
System Dynamics ❑ Expressing
the system dynamics in terms of the state variables yields the following equations ẋ1 = x2 ẋ2 = g − C M x3 x1 2 ẋ3 = 1 L (u − Rx3) (15) with f = [ẋ1, ẋ2, ẋ3]T and ẋ = [x1, x2, x3]T . ❑ Clearly, the system dynamics are non-linear. ❑ it is preferable to linearize the system about an equilibrium point. ❑ The equilibrium points of a system are found by setting f = 0 and solving for x1, x2, x3, u. ❑ Since there are four variables to solve for and only three equations, the system is underdetermined. MR © ˆ Lecture 2 33/35
34.
Determining the Equilibrium
Point ❑ This can be remedied by setting x1(t) = d , where d (desired) is the height set point. ❑ Solving for the variables yields the following equilibrium point ❑ (Note: we are interested in the equilibrium point (e) corresponding to levitation of the steel ball. The equilibrium point corresponding to x3 = 0 is not of interest since this implies the electromagnet is turned off). x1,e = d x2,e = 0 x3,e = d r Mg C ue = dR r Mg C (16) with f(xe) = [x1,e, x2,e, x3,e]T . MR © ˆ Lecture 2 34/35
35.
Linearizing the System
Dynamics ❑ The linearized system describes the system dynamics relative to the equilibrium point. ❑ We define δx = x − xe and δu = u − ue as the deviations of the state and control from the equilibrium point, respectively. ❑ The linearized system dynamics are given by δẋ = Ãδx + B̃δu. ❑ where à = df/dx is the Jacobian of the state matrix and B̃ = du/dx is the Jacobian of the input matrix, both evaluated at the equilibrium point [xe, ue] . ❑ Computation of à and B̃ yields the following linear system δẋ = 0 1 0 2g d 0 −2 q Cg M 0 0 −R L δx + 0 0 1 L δu MR © ˆ Lecture 2 35/35
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