Dynamic System Response
Dynamic System Response Terminology
Learning Objectives:
- Identify from the given transfer function, zeros and poles.
- Identify from the given transfer function, type and order of the system.
Solved Example: 87-1-01
System type is defined as:
A. No. of poles of G(s) at s= 0
B. No. of poles of G(s) at s= $\infty$
C. No. of poles of G(s) left of origin
D. No. of poles of G(s) right of origin
To get the 'type' of a transfer function count the number of free s's in its denominator of open loop transfer function; free s's are s's that are not part of a first or second order component.
Correct Answer: A
Solved Example: 87-1-02
Basically, poles of transfer function are the Laplace transform variable values which causes the transfer function to become:
A. Zero
B. Unity
C. Infinite
D. Average value
Poles and Zeros of a transfer function are the frequencies for which the value of the denominator and numerator of transfer function becomes zero respectively.
At poles, since the denominator becomes zero, the transfer function becomes infinity.
Correct Answer: C
Solved Example: 87-1-03
The output is said to be zero state response because ___________ conditions are made equal to zero.
A. Initial
B. Final
C. Steady state
D. Impulse response
Correct Answer: A
Solved Example: 87-1-04
By equating the denominator of transfer function to zero, which among the following will be obtained?
A. Poles
B. Zeros
C. Both A and B
D. None of the above
Poles and Zeros of a transfer function are the frequencies for which the value of the denominator and numerator of transfer function becomes zero respectively.
Correct Answer: A
Solved Example: 87-1-05
Consider a linear time-invariant system whose input r(t) and output y(t) are related by the following differential equation: \[\dfrac{{{d^2}y\left(t \right)}}{{d{t^2}}} + 4y\left(t \right) = 6r\left(t \right)\] The poles of this system are at:
A. +2j, -2j
B. +2, -2
C. +4, -4
D. +4j, -4j
Given the differential equation is, \[\dfrac{{{d^2}y\left( t \right)}}{{d{t^2}}} + 4y\left( t \right) = 6r\left( t \right)\] By applying the Laplace transform, \[s^2Y(s) + 4 Y(s) = 6 R(s)\] \[\dfrac{{Y\left( s \right)}}{{R\left( s \right)}} = \dfrac{6}{{{s^2} + 4}}\] Poles are the roots of the denominator in the transfer function. \[s^2 + 4 =0 \] \[s = \pm2j\]
Correct Answer: A
Time Response of a First Order System
Learning Objectives:
- Use poles and zeros of transfer functions to determine the time response of a control system.
- Describe quantitatively the transient response of first-order systems.
Solved Example: 567567
The time constant $\tau$ of a first-order system is defined as:
A. The time taken for the system to reach its steady-state value.
B. The time taken for the system's response to reach 63.2% of the final value.
C. The time taken for the system's response to oscillate.
D. The time taken for the system to stabilize.
Correct Answer: B
Solved Example: 768678
Which of the following is NOT a characteristic of a first-order system?
A. Exhibits exponential behavior.
B. Has a single energy storage element.
C. Can oscillate indefinitely.
D. Can be modeled by a first-order linear differential equation.
Correct Answer: C
Solved Example: 87-2-01
First order system is defined by:
A. Number of poles at origin
B. Order of the differential equation
C. Total number of poles of equation
D. Total number of poles and order of equation
First order system is defined by total number of poles and also which is same as the order of differential equation.
Correct Answer: D
Solved Example: 87-2-02
A step input signal is applied at t=0 to a first order system without time delay. The response has the value of 1.264 units at t=10 mins, and 2 units at steady state. The transfer function of the system is:
A. $\dfrac{3}{(1+600s)}$
B. $\dfrac{2}{(1+500s)}$
C. $\dfrac{5}{(1+220s)}$
D. $\dfrac{2}{(1+600s)}$
$y(t)= K[1-e^{-t/T}]$
Here K=2,
$0.632= 1-e^{-10/T}$,
$T=600 \mathrm{\ sec}$
$G(s)=\dfrac{2}{(1+600s)}$
Correct Answer: D
Solved Example: 87-2-03
A system with transfer function $\dfrac{1}{(Ts+1)}$, subjected to a step input takes 10 seconds to reach 50% of step height. The value of T is:
A. 6.9s
B. 10s
C. 14.4s
D. 20s
The response of a first order system is: \begin{align*} y(t)&=K[1-e^{-t/T}]\\ \dfrac{1}{2}&= 1-e^{-10/T}\\ e^{-10/T}&= 1- \dfrac{1}{2} = 0.5\\ \dfrac{-10}{T} &= - \ln(0.5) = 0.693\\ \dfrac{-10}{0.693} &= T\\ T&= 14.43 \mathrm{\ sec} \end{align*}
Correct Answer: C
Solved Example: 87-2-04
For a system having transfer function \[G\left( s \right) = \dfrac{{ - s + 1}}{{s + 1}}\], a unit step input is applied at time t = 0. The value of the response of the system at t = 1.5 sec is:
A. 0.253
B. 0.553
C. 0.799
D. 0.941
For a unit step function \[r(s) = \dfrac{1}{s}\] \begin{align*} c(s) &= r(s) G(s)\\ &= \dfrac{1}{s} \left(\dfrac{{ - s + 1}}{{s + 1}}\right)\\ \end{align*} By partial fractions, \[c(s) = \dfrac{1}{s} - \dfrac{2}{1 + s}\] Now, apply inverse Laplace transform, \[c(t) = 1 - 2e^{-t}\] Substituting, t = 1.5 sec, \[c = 1 - 2e^{-1.5} = 0.553\]
Correct Answer: B
Solved Example: 89789
The steady-state value of a first-order system when subjected to a step input is:
A. Zero
B. Equal to the input value
C. One-half of the input value
D. Indeterminate
Correct Answer: B
Time Response of a Second Order Underdamped System
Learning Objectives:
- Find the damping ratio and natural frequency of a second-order system.
- Find the settling time, peak time, percent overshoot, and rise time for an underdamped second-order system.
Solved Example: 34534
The response of a critically damped system will:
A. Oscillate indefinitely
B. Return to equilibrium without oscillating
C. Exceed the equilibrium position
D. Approach equilibrium slowly
Correct Answer: B
Solved Example: 345345
In a second-order system, what happens when the damping ratio $\zeta$ is greater than 1?
A. The system is under-damped
B. The system is over-damped
C. The system is critically damped
D. The system becomes unstable
Correct Answer: B
Solved Example: 456456
In the context of a damped system, what does the symbol $\zeta$ represent?
A. Natural frequency
B. Damping ratio
C. Amplitude
D. Time constant
Correct Answer: B
Solved Example: 56756
Which of the following is true regarding the settling time for an under-damped system?
A. It decreases with increasing damping ratio
B. It increases with increasing damping ratio
C. It remains constant
D. It is inversely proportional to $\omega_n$
Correct Answer: A
Solved Example: 567567
For an under-damped response, the system's response can be characterized by:
A. A single exponential decay
B. An oscillatory decay
C. Constant velocity
D. Linear growth
Correct Answer: B
Solved Example: 567567
The step response of a second-order system with a damping ratio of zero is:
A. A ramp function
B. An oscillatory function
C. An exponential function
D. A sinusoidal function
Correct Answer: B
Solved Example: 768678
Which damping condition results in oscillatory motion?
A. Under-damped
B. Critically damped
C. Over-damped
D. No damping
Correct Answer: A
Solved Example: 87-3-01
For the following second order control system model, the damped natural frequency in rad/s is: \[\dfrac{Y(s)}{R(s)} = \dfrac{20}{s^{2}+5s+24}\]
A. 4.89
B. 0.511
C. 4.2
D. 0.277
\[\dfrac{Y(s)}{R(s)} = \dfrac{20}{s^{2}+5s+24}\]
Also,
\[\dfrac{Y(s)}{R(s)} = \dfrac{20}{24}\left [\dfrac{24}{s^{2}+5s+24}\right]\]
Comparing with,
\[\dfrac{Y(s)}{R(s)} = K \left [\dfrac{\omega_{n}^{2}}{s^{2}+2\xi \omega _{n}s+\omega _{n}^{2}}\right]\]
\[\omega _{n}^{2}= 24\]
$\mathrm{Undamped\ natural\ frequency\ \ } \omega _{n} = 4.89 \ \mathrm{rad/s}$
$\mathrm{And\ Also\ }\ 2\xi \omega _{n} = 5$
$\mathrm{The\ damping \ ratio\ \ } \xi = 0.511$
$\mathrm{The \ damped \ natural \ frequency\ \ }$
$\omega _{d} = \omega_{n}\sqrt{1-\xi ^{2}} = 4.2 \ \mathrm{rad/s}$
Correct Answer: C
Solved Example: 87-3-02
Considering the unity feedback system G(s)=$\dfrac{9}{s(s+2.4)}$ , the settling time of the resulting second order system for 2% tolerance band will be:
A. 4.5 sec
B. 3.33 sec
C. 2.84 sec
D. 2.25 sec
\[G(s)=\dfrac{9}{s(s+2.4)}\]
Unity feedback system means H(s) = 1
Closed loop transfer function \[\dfrac{Y(s)}{R(s)} = \dfrac{G(s)}{1+G(s)H(s)}\]
Substituting the values of G(s) and H(s), Closed loop transfer function \[ \dfrac{Y(s)}{R(s)} = \dfrac{9}{s^2+2.4s + 9}\]
Comparing with,
\[\dfrac{Y(s)}{R(s)} = K \left [\dfrac{\omega_{n}^{2}}{s^{2}+2\xi \omega _{n}s+\omega _{n}^{2}}\right]\]
\[\dfrac{9}{s^2+2.4s + 9} = K \left [\dfrac{\omega_{n}^{2}}{s^{2}+2\xi \omega _{n}s+\omega _{n}^{2}}\right]\]
\[K = 1, \omega_n = 3\ \mathrm{rad/s}, \zeta = 0.4\]
The settling time is given by,
\[t_s = \dfrac{4}{\zeta \omega_n} = \dfrac{4}{(0.4)(3)} = 3.33\ \mathrm{sec}\]
Correct Answer: B
Solved Example: 87-3-03
Peak overshoot of step-input response of an underdamped second-order system is explicitly indicative of:
A. Damping ratio
B. Rise time
C. Natural frequency
D. Settling time
Peak overshoot refers to the damping of the system as if the damping id less than the peak will be more.
Correct Answer: A
Solved Example: 87-3-04
Match the transfer functions of the second order systems with the nature of the systems given below:
Transfer Function
P.$\dfrac{15}{s^2+5s+15}$
Q.$\dfrac{25}{s^2+10s+25}$
R.$\dfrac{35}{s^2+18s+35}$
Nature of System
I. Overdamped
II. Critically damped
III. Under damped
A. P-I, Q-II, R-III
B. P-II, Q-I, R-III
C. P-III, Q-II, R-I
D. P-III, Q-I, R-II
Compare each equation with the standard second order system equation:
\[\dfrac{\omega_n^2}{s^2 + 2\zeta \omega_n s + \omega_n^2}\]
For system P.$\dfrac{15}{s^2+5s+15}$
$\omega_n^2 = 15$ and $2\zeta \omega_n = 5$
$\zeta = \dfrac{5}{2\sqrt{15}}< 1$ (Underdamped)
For system Q.$\dfrac{25}{s^2+10s+25}$
$\omega_n^2 = 25$ and $2\zeta \omega_n = 10$
$\zeta = 1$ (Critically Damped)
For system R.$\dfrac{35}{s^2+18s+35}$
$\omega_n^2 = 35$ and $2\zeta \omega_n = 18$
$\zeta = \dfrac{9}{\sqrt{35}}> 1$ (Overdamped)
Correct Answer: C
Solved Example: 87-3-05
A second order control system has a damping ratio as 0.6 and natural frequency of oscillations as 11 rad/sec. What will be the damped frequency of oscillation?
A. 2.6 rad/sec
B. 8.8 rad/sec
C. 6.9 rad/sec
D. 5.6 rad/sec
\begin{align*} \omega_d &= \omega_n \sqrt{1 - \zeta^2} \\ &= 11 \sqrt{1 - (0.6)^2} \\ &= 11 \times 0.8\\ &= 8.8\ \mathrm{rad/sec} \end{align*}
Correct Answer: B
Solved Example: 87-3-05
The system represented by: \[G(s)=\dfrac{9}{{{s}^{2}}+6s+9}\]
A. Undamped
B. Underdamped
C. Critically damped
D. Overdamped
\[G(s)=\dfrac{9}{{{s}^{2}}+6s+9}\] \begin{align*} \omega_n ^2 &= 9\\ \omega_n &= 3\ \mathrm{rad/s} \end{align*} \begin{align*} 2 \zeta \omega_n &= 6\\ 2 \zeta (3) &= 6\\ \zeta &= 1 \end{align*}
Correct Answer: C
Steady State Error
Learning Objectives:
- Compute steady state errors, for various system types and for various input signals.
Transient response represents the response of the system in situations such as just after switching on the system or just after sudden changes in load or after short circuiting.
Transient response is important when:
- The system is just switched ’on’.
- After any abnormal conditions that disturb the equilibrium, such as change in load or when an input signal is applied.
System Types:
System type is decided by the power of 's' term in the denominator.
e.g. Consider the following system with transfer function:
\[G(s) = \dfrac{K (s+3)}{s (s+ 9) (s+4)}\]This control system is of Type I, because the 's' ( = s$^1$) term in the denominator has power = 1.
Steady State Error \(e_{ss}\), is the difference between the steady state value (desired output) and the actual output as time tends to infinity. \[e_{ss} = \lim_{t\rightarrow \infty } e(t) = \lim_{t\rightarrow \infty } r(t)-y(t)\] where y(t) is the output signal which is tracking reference input r(t).
Solved Example: 87-4-01
The steady-state error of a feedback control system with an acceleration input becomes finite in a:
A. Never
B. Type 1 system
C. Type 2 system
D. Type 0 system
Refer steady state error table on page 227 in handbook. For acceleration input, the steady state error becomes finite starting with Type 2 system.
Correct Answer: C
Solved Example: 87-4-02
Consider a unity feedback system with forward transfer function given by $G\left( s\right) =\dfrac {1}{\left( s+1\right) \left( s+2\right) }$. The steady-state error in the output of the system for a unit-step input is:
A. 0.25
B. 0.50
C. 0.67
D. 0.75
This is a unity feedback system. H(s) = 1, so $G\left( s\right) H\left( s\right) =\dfrac {1}{\left( s+1\right) \left( s+2\right) }$ \[K_{p} = \lim_{s\rightarrow 0} G\left( s\right) \cdot H\left( s\right) =\lim_{s\rightarrow0}\dfrac {1}{\left( s+1\right) \left( s+2\right) } =0.5\] Steady state error to unit step input is, \[e_{ss}=\dfrac {1}{1+K_p} =\dfrac {1}{1.5} =0.67\]
Correct Answer: C
Solved Example: 87-4-03
The initial response when the output is not equal to input is called:
A. Transient response
B. Error response
C. Dynamic response
D. Either of the above
Let us see the options individually.
- The initial response is called transient response.
- After ’sufficient’ time has passed, the response is referred as steady state response.
- Error is the difference between input and output.
- A dynamic response is the response of a structure to a dynamic load (such as an explosion, or earthquake shaking) whereas a static response is the response of a structure to static loads (such as the self weight of a structure).
Correct Answer: A
Solved Example: 87-4-04
Closed-loop transfer function of a unity-feedback system is given by: $\dfrac{Y(s)}{R(s)} = \dfrac{1}{\tau s+1}$ Steady-state error to unit-ramp input is:
A. $\tau$
B. $\infty$
C. 1
D. $\dfrac{1}{\tau}$
The input, r(t) = t for $ t\geq 0$.
Laplace transform: $R(s) = \dfrac{1}{s^{2}}$
The output transform: $Y(s) = \dfrac{1}{s^{2}}\dfrac{1}{\tau s + 1}$
Expanding Y(s) into partial fractions: $Y(s) = \dfrac{1}{s^{2}} - \dfrac{\tau}{s} + \dfrac{\tau^{2}}{\tau s + 1}$
Taking the inverse Laplace transform: $y(t) = t -\tau + \tau e^{\frac{-t}{\tau}} , \ t\geq 0$
Steady-state error: $e_{ss} = e(\infty ) = \lim_{t\rightarrow \infty }r(t)-y(t) = \tau$
Correct Answer: A