Lesson 20: Process Characteristics- 2nd Order Lag Process

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Lesson 20: Process Characteristics- 2nd Order Lag Process ET 438a Automatic Control Systems Technology lesson20et438a.pptx

lesson20et438a.pptx Learning Objectives After this series of presentations you will be able to: Describe typical 2nd order lag models found in control systems. Write mathematical formulas for 2nd order lag process models Compute the parameters of this process model. Identify the Bode plots of this process model. Identify the time response of this process model.

Second-Order Lag Processes lesson20et438a.pptx Second-Order Lag Processes Characteristics: Two energy storage elements System response determined by three parameters: steady-state gain-G, damping ratio z, and resonant frequency, wo Examples: 2 capacitances, 1 mass and 1 spring 1 capacitance and 1 inductance

General Second Order Lag Process Equations lesson20et438a.pptx General Second Order Lag Process Equations Time domain equation: Transfer function: Parameters in terms of coefficients A1 and A2 Coefficients in terms of Parameters z and w0

General Second Order Lag Process Equations lesson20et438a.pptx General Second Order Lag Process Equations Combine these two equation and simplify Characteristic Equation: Roots determine system response

Second Order System Responses lesson20et438a.pptx Second Order System Responses Find roots to characteristic equation Two poles at these locations Plot these roots on complex plane As poles near imaginary axis system become more oscillatory If z=0, damping is zero and system will oscillate at w=w0

Second Order System Responses lesson20et438a.pptx Second Order System Responses w0z=s This controls the exponential rise and decay When 0<z<1 above equation determines conditional frequency-a damped sinusoid

Second Order System Responses lesson20et438a.pptx Second Order System Responses Roots of quadratic formula can have three possible forms 1) real - distinct 2) real - identical 3) imaginary - conjugate pairs s -jw jw -s Location of roots is controlled by the values of z and w0. If natural frequency is constant them damping controls system response

Second Order System Responses lesson20et438a.pptx Second Order System Responses Damping coefficient value and system responses z = 1 - critically damped system. Reaches the final value the fastest without having any overshoot. Roots are equal and real. Time response Final value in approx. 1.4 seconds No Overshoot.

Second Order System Responses-Critically Damped lesson20et438a.pptx Second Order System Responses-Critically Damped Bode plot of Critically damped system Two poles at this point -3 dB from max. gain Response similar to lag process

Second Order Response-Over Damped System lesson20et438a.pptx Second Order Response-Over Damped System z > 1 - over damped system. Reaches the final value slowly but with no overshoot. More damping, slower response to final value. Roots are real but not equal. Compared to the critically damped case, the response time is slower. Approx. 6.5 sec to get to final value vs 1.4 sec 6.5 sec

Over Damped System Frequency Response lesson20et438a.pptx Over Damped System Frequency Response Bode plot of Over damped system Pole at this point -3 dB from max. gain Second Pole at higher frequency

Second Order Response-Under Damped System lesson20et438a.pptx Second Order Response-Under Damped System z < 1 - under damped system . Reaches the final value fast but with overshoot. Less damping more overshoot. Roots are conjugate pairs. Overshoots to 1.5 Settling time is time Required to reach % of final value Approximately 4.5 sec

Under Damped System Frequency Response lesson20et438a.pptx Under Damped System Frequency Response Bode plot of under damped system Resonant Peak at 5 rad/sec Natural oscillating frequency of system 90 degree phase shift at resonant frequency

Determining System Parameters From Characteristic Equation lesson20et438a.pptx Determining System Parameters From Characteristic Equation Example 18-5: The block diagrams shown below represent three second order systems. Use the characteristic equations of each transfer function to determine the values of w0 and z for each and determine if each system is over, under or critically damped. a) Y(s) X(s) b) Y(s) X(s) c) Y(s) X(s)

lesson20et438a.pptx Example 18-5 Solution (1) a) Equate the general characteristic equation with that of the transfer function. Equate Coefficients Ans Ans Critically damped b) Ans Ans Over damped

lesson20et438a.pptx Example 18-5 Solution (2) c) Ans Ans Under damped Note: The numerator of the transfer functions does not affect the response of the system. It determines the maximum output. As damping increases, one of the system poles becomes more dominant. The dominant pole controls system response.

Second Order Mechanical System lesson20et438a.pptx Second Order Mechanical System Example 18-6: The mechanical system shown below is at rest with an initial height of h(0)=0. An external input force, f(t) disturbs the system. The system output , h(t) is the centerline position of the mass. The system parameters are: Cm = spring capacitance (Inverse of spring constant, K) =0.001 m/N Rm = resistance due to viscous friction (B)= 20 N-s/m M = mass = 10 Kg Find: a) coefficients of the second order system equation b) system transfer function c) resonant frequency d) damping ratio e) if system is over, under or critically damped

lesson20et438a.pptx Example 18-6 Solution (1) a) Sum the external forces. From Newton’s Law F=Ma Sum forces fs(t) Ma Where: + M f(t) fd(t)

Example 18-6 Solution (2) Add terms to both sides lesson20et438a.pptx Example 18-6 Solution (2) Add terms to both sides General form of 2nd order system Ans a

Example 18-6 Solution (2) b) Find transfer function lesson20et438a.pptx Example 18-6 Solution (2) F(s) b) Find transfer function s2H(s) sH(s) Take Laplace transform of above equation and factor out common term Ans

lesson20et438a.pptx Example 18-6 Solution (3) c) Find the resonant frequency w0 Ans d) Find the damping ratio z Ans The damping ratio is z<1, so the system is under damped. Applying external force causes the mass center to oscillate before coming to rest at a new position.

End Lesson 20: Process Characteristics-2nd Order Process lesson20et438a.pptx End Lesson 20: Process Characteristics-2nd Order Process ET 438a Automatic Control Systems Technology