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Transfer Functions and System Response

Possible Exam Questions

Exam Questions and Answer Map

Questions labelled [PYQ paper/year] are observed past questions; those labelled [likely] are pattern-based predictions. For each one, rehearse the answer plan closed-book, then use the links to verify the full answer in this chapter.

  1. Define transfer function; state its properties and limitations. [5] — [likely]

  2. Answer plan: Define TF as \(C(s)/R(s)\) with zero ICs → state assumptions (LTI, lumped) → list advantages (algebraic, reveals poles/zeros) → list limitations (no initial conditions, SISO only, linear only).

  3. Model answer: Transfer-function definition, properties, and limitations

  4. Derive the transfer function of a simple closed-loop system (C/R = G/(1+GH)). [5] — [PYQ 2082]

  5. Answer plan: Draw basic feedback block diagram → write \(E=R-HC\) → write \(C=GE\) → substitute and solve for \(C/R\) → obtain \(G/(1+GH)\) → state significance of characteristic equation \(1+GH=0\).

  6. Model answer: Closed-loop transfer-function derivation

  7. Explain poles and zeros; how does their location affect stability and transient response? [4–5] — [PYQ 2082]

  8. Answer plan: Define poles (roots of denominator) and zeros (roots of numerator) → tabulate pole-location vs time response (real LHP → decaying exponential, complex LHP → decaying oscillation, RHP → unstable) → explain dominant poles → mention zero effects on overshoot.

  9. Model answer: Poles, zeros, stability, and transient response

  10. Obtain the transfer function of an electrical (RLC) or mechanical system. [5–10] — [likely]

  11. Answer plan: Write KVL/KCL or Newton's law equations → take Laplace transform → rearrange as output/input ratio → identify standard forms (first/second order) → use electrical-mechanical analogy table if needed.

  12. Model answer: RLC and mechanical-system transfer functions

  13. Derive the transfer function of an armature-controlled DC motor. [10] — [likely]

  14. Answer plan: Write armature circuit equation (\(V_a = R_a i_a + L_a di_a/dt + e_b\)) → write back-emf (\(e_b = K_b\omega\)) → write torque equation (\(J\dot\omega + B\omega = K_t i_a\)) → Laplace transform → eliminate \(I_a(s)\) → obtain \(\Omega(s)/V_a(s)\).

  15. Model answer: Armature-controlled DC motor transfer function

Syllabus Focus

  • System transfer functions and responses
  • Poles and zeros locations and their significance
  • Block diagram reduction
  • Signal flow graph and Mason's gain formula
  • Time response of first-order and second-order systems
  • Steady-state error and error constants

1. Transfer Function

Likely Exam Question (5 marks)

"Define transfer function. State its assumptions, advantages, and limitations."

The transfer function of a linear time-invariant system is the ratio of Laplace transform of output to Laplace transform of input, assuming all initial conditions are zero.

\[ \boxed{G(s)=\frac{C(s)}{R(s)}} \]

where:

  • \(R(s)\) = Laplace transform of input
  • \(C(s)\) = Laplace transform of output
  • \(s = \sigma + j\omega\)

Assumptions

Transfer function is valid for:

  • Linear systems
  • Time-invariant systems
  • Lumped-parameter systems
  • Zero initial conditions

General Form

If a system is described by the differential equation:

\[ a_n\frac{d^n c(t)}{dt^n}+a_{n-1}\frac{d^{n-1}c(t)}{dt^{n-1}}+\cdots+a_0c(t)=b_m\frac{d^m r(t)}{dt^m}+\cdots+b_0r(t) \]

Taking Laplace transform with zero initial conditions:

\[ \boxed{G(s)=\frac{C(s)}{R(s)}=\frac{b_ms^m+b_{m-1}s^{m-1}+\cdots+b_0}{a_ns^n+a_{n-1}s^{n-1}+\cdots+a_0}} \]

Advantages

  • Converts differential equations into algebraic equations.
  • Gives direct input-output relation.
  • Poles and zeros reveal stability and transient behavior.
  • Useful for block diagram and frequency-response analysis.
  • Independent of input signal.

Limitations

  • Does not apply directly to nonlinear systems.
  • Does not include initial condition effects.
  • Gives no internal state information.
  • Different physical systems can have the same transfer function.
  • Mainly suitable for SISO systems.

2. Poles and Zeros

Likely Exam Question (10 marks)

"Define poles and zeros. Explain the significance of pole-zero locations in control-system response."

For a transfer function:

\[ G(s)=\frac{N(s)}{D(s)} \]
Pole locations of a second-order system in the s-plane: a complex-conjugate pole pair at distance ωn from the origin, with cos θ equal to the damping ratio ζ
Fig: Pole locations of a second-order system in the s-plane: a complex-conjugate pole pair at distance ωn from the origin, with cos θ equal to the damping ratio ζ

Zeros

Zeros are the roots of numerator \(N(s)\).

\[ \boxed{N(s)=0 \Rightarrow \text{zeros}} \]

At a zero, the transfer function becomes zero.

Poles

Poles are the roots of denominator \(D(s)\).

\[ \boxed{D(s)=0 \Rightarrow \text{poles}} \]

At a pole, the transfer function becomes infinite.

Example

\[ G(s)=\frac{s+2}{s^2+5s+6}=\frac{s+2}{(s+2)(s+3)} \]

Zero: \(s=-2\)

Poles: \(s=-2,-3\)

If the common factor is physically cancelled, the reduced transfer function is:

\[ G(s)=\frac{1}{s+3} \]

However, exact pole-zero cancellation is risky in real systems because model uncertainty can leave hidden unstable modes.

Significance of Pole Locations

Pole Location Time Response Stability
Negative real axis Decaying exponential Stable
Positive real axis Growing exponential Unstable
Origin Constant or ramp component Marginal/integrating behavior
Imaginary axis Sustained oscillation Marginal if simple
Complex LHP Decaying oscillation Stable
Complex RHP Growing oscillation Unstable

Dominant Poles

Dominant poles are poles closest to the imaginary axis. They decay most slowly and dominate transient response.

For stable systems:

  • Poles far left decay quickly.
  • Poles near imaginary axis decay slowly.
  • Dominant complex poles mainly determine overshoot and settling time.

Significance of Zeros

Zeros shape transient response and frequency response.

Effects of zeros:

  • Can increase overshoot.
  • Can speed up response.
  • Can introduce undershoot if located in right half-plane.
  • Can partially cancel pole effects.

Right-half-plane zeros are called non-minimum phase zeros and cause inverse response, making control more difficult.

Pole-zero stability map showing LHP, imaginary-axis and RHP poles, dominant-pole distance, LHP and RHP zeros, and stable, marginal, unstable and inverse-response thumbnails
Fig: Pole-zero stability map showing LHP, imaginary-axis and RHP poles, dominant-pole distance, LHP and RHP zeros, and stable, marginal, unstable and inverse-response thumbnails

3. Mathematical Modeling of Physical Systems

Likely Exam Question (10 marks)

"Derive the transfer function of a mechanical translational system or an RLC electrical network."

Electrical System Elements

Element Time-Domain Relation Impedance in \(s\)-Domain
Resistor \(R\) \(v=Ri\) \(R\)
Inductor \(L\) \(v=L\frac{di}{dt}\) \(Ls\)
Capacitor \(C\) \(i=C\frac{dv}{dt}\) \(1/(Cs)\)

Mechanical Translational Elements

Element Force Relation Mechanical Impedance
Mass \(M\) \(F=M\frac{d^2x}{dt^2}\) \(Ms^2\) for displacement relation
Damper \(B\) \(F=B\frac{dx}{dt}\) \(Bs\)
Spring \(K\) \(F=Kx\) \(K\)

For a mass-spring-damper system:

\[ M\frac{d^2x}{dt^2}+B\frac{dx}{dt}+Kx=F(t) \]

Taking Laplace transform:

\[ [Ms^2+Bs+K]X(s)=F(s) \]

Transfer function from force to displacement:

\[ \boxed{\frac{X(s)}{F(s)}=\frac{1}{Ms^2+Bs+K}} \]
Series-RLC voltage model and mass-spring-damper force model with labeled inputs, outputs, directions, physical parameters, differential equations, and transfer functions
Fig: Series-RLC voltage model and mass-spring-damper force model with labeled inputs, outputs, directions, physical parameters, differential equations, and transfer functions

Rotational Mechanical Elements

Element Torque Relation
Moment of inertia \(J\) \(T=J\frac{d^2\theta}{dt^2}\)
Viscous friction \(B\) \(T=B\frac{d\theta}{dt}\)
Torsional spring \(K\) \(T=K\theta\)

For rotational system:

\[ J\frac{d^2\theta}{dt^2}+B\frac{d\theta}{dt}+K\theta=T(t) \]
\[ \boxed{\frac{\Theta(s)}{T(s)}=\frac{1}{Js^2+Bs+K}} \]

Electrical-Mechanical Analogies

Force-Voltage Analogy Force-Current Analogy
Force \(F\) analogous to voltage \(V\) Force \(F\) analogous to current \(I\)
Velocity \(v\) analogous to current \(i\) Velocity \(v\) analogous to voltage \(V\)
Mass \(M\) analogous to inductance \(L\) Mass \(M\) analogous to capacitance \(C\)
Damper \(B\) analogous to resistance \(R\) Damper \(B\) analogous to conductance \(1/R\)
Spring \(K\) analogous to inverse capacitance \(1/C\) Spring \(K\) analogous to inverse inductance \(1/L\)

4. DC Motor Transfer Function

Likely Exam Question (10 marks)

"Derive the transfer function of an armature-controlled DC motor."

For an armature-controlled DC motor:

Electrical equation:

\[ V_a(t)=R_ai_a(t)+L_a\frac{di_a(t)}{dt}+e_b(t) \]

Back emf:

\[ e_b(t)=K_b\omega(t)=K_b\frac{d\theta(t)}{dt} \]

Torque:

\[ T_m(t)=K_ti_a(t) \]

Mechanical equation:

\[ J\frac{d\omega(t)}{dt}+B\omega(t)=T_m(t) \]

Taking Laplace transform:

\[ V_a(s)=(R_a+L_as)I_a(s)+K_b\Omega(s) \]
\[ (Js+B)\Omega(s)=K_tI_a(s) \]

Eliminate \(I_a(s)\):

\[ I_a(s)=\frac{(Js+B)\Omega(s)}{K_t} \]
\[ V_a(s)=\frac{(R_a+L_as)(Js+B)}{K_t}\Omega(s)+K_b\Omega(s) \]

Therefore speed transfer function is:

\[ \boxed{\frac{\Omega(s)}{V_a(s)}=\frac{K_t}{(L_as+R_a)(Js+B)+K_bK_t}} \]

Since \(\Omega(s)=s\Theta(s)\), position transfer function is:

\[ \boxed{\frac{\Theta(s)}{V_a(s)}=\frac{K_t}{s[(L_as+R_a)(Js+B)+K_bK_t]}} \]

If armature inductance is negligible, \(L_a \approx 0\):

\[ \boxed{\frac{\Omega(s)}{V_a(s)}=\frac{K_t}{R_aJs+R_aB+K_bK_t}} \]
Armature-controlled DC motor block model with armature dynamics, torque constant, mechanical dynamics, speed and position outputs, integrator, and negative back-emf feedback
Fig: Armature-controlled DC motor block model with armature dynamics, torque constant, mechanical dynamics, speed and position outputs, integrator, and negative back-emf feedback

5. Block Diagram Reduction

Likely Exam Question (10 marks)

"Reduce a block diagram to obtain the overall transfer function. State the rules of block diagram reduction."

A block diagram represents a system using functional blocks and signal-flow directions.

Basic Rules

Connection Equivalent Transfer Function
Cascade blocks \(G_1G_2\)
Parallel blocks \(G_1+G_2\)
Negative feedback \(G/(1+GH)\)
Positive feedback \(G/(1-GH)\)

Moving Summing Point

When moving a summing point before or after a block, insert the proper compensating block so the signal remains unchanged.

If a summing point is moved from after \(G\) to before \(G\), the side input must be multiplied by \(1/G\).

If a summing point is moved from before \(G\) to after \(G\), the side input must be multiplied by \(G\).

Moving Take-Off Point

If a take-off point is moved from before \(G\) to after \(G\), insert \(1/G\) in the branch.

If a take-off point is moved from after \(G\) to before \(G\), insert \(G\) in the branch.

Block-reduction before-and-after rules for cascade, parallel, positive and negative feedback, and movement of summing and take-off points with the required G or inverse-G compensation
Fig: Block-reduction before-and-after rules for cascade, parallel, positive and negative feedback, and movement of summing and take-off points with the required G or inverse-G compensation

Reduction Strategy

  1. Combine cascade blocks.
  2. Combine parallel blocks.
  3. Reduce inner feedback loops first.
  4. Move summing/take-off points only when necessary.
  5. Continue until a single equivalent block remains.
Worked nested block diagram reduced through the inner feedback loop, cascade combination, and outer feedback loop to one final transfer function
Fig: Worked nested block diagram reduced through the inner feedback loop, cascade combination, and outer feedback loop to one final transfer function

6. Signal Flow Graph

Likely Exam Question (10 marks)

"State Mason's gain formula and use it to find the transfer function of a signal flow graph."

A signal flow graph is a graphical representation of linear algebraic equations using nodes and directed branches.

Terms

Term Meaning
Node Variable or signal
Branch Directed path from one node to another
Branch gain Gain/transmittance of a branch
Input node/source Node with only outgoing branches
Output node/sink Node with only incoming branches
Forward path Path from input to output without repeating a node
Loop Closed path starting and ending at same node without repeating another node
Non-touching loops Loops that do not share any node

Mason's Gain Formula

Overall transfer function is:

\[ \boxed{T=\frac{C(s)}{R(s)}=\frac{\sum_{k=1}^{N}P_k\Delta_k}{\Delta}} \]

where:

  • \(P_k\) = gain of \(k\)th forward path
  • \(\Delta\) = graph determinant
  • \(\Delta_k\) = value of \(\Delta\) excluding loops that touch the \(k\)th forward path

Graph determinant:

\[ \boxed{\Delta = 1 - (\text{sum of individual loop gains}) + (\text{sum of gain products of two non-touching loops}) - (\text{sum of gain products of three non-touching loops}) + \cdots} \]

Steps

  1. Identify all forward paths and their gains.
  2. Identify all individual loops and loop gains.
  3. Identify non-touching loop combinations.
  4. Compute \(\Delta\).
  5. Compute each \(\Delta_k\).
  6. Apply Mason's formula.
Mason signal-flow graph with two forward paths, two non-touching loops, highlighted gains, graph determinant, path cofactors, and explicit transfer-function substitution
Fig: Mason signal-flow graph with two forward paths, two non-touching loops, highlighted gains, graph determinant, path cofactors, and explicit transfer-function substitution

7. Standard Test Signals

Likely Exam Question (5 marks)

"Why are standard test inputs used in control systems? Give their Laplace transforms."

Standard test signals are used to compare system performance under common inputs.

Input Time Function Laplace Transform
Unit impulse \(\delta(t)\) \(1\)
Unit step \(u(t)\) \(1/s\)
Unit ramp \(t\,u(t)\) \(1/s^2\)
Unit parabolic \(\frac{t^2}{2}u(t)\) \(1/s^3\)
Sinusoidal \(\sin\omega t\) \(\omega/(s^2+\omega^2)\)

Step input tests set-point regulation, ramp input tests tracking of constant-velocity commands, and parabolic input tests constant-acceleration tracking.


8. First-Order System Response

Likely Exam Question (5 marks)

"Derive the unit-step response of a first-order system and define time constant."

Standard first-order transfer function:

\[ \boxed{G(s)=\frac{1}{Ts+1}} \]

where \(T\) is the time constant.

Unit-Step Response

For unit step input:

\[ R(s)=\frac{1}{s} \]
\[ C(s)=G(s)R(s)=\frac{1}{s(Ts+1)} \]

Taking inverse Laplace:

\[ \boxed{c(t)=1-e^{-t/T}} \]

Important Values

Time Response
\(t=T\) \(c(T)=1-e^{-1}=0.632\) or 63.2%
\(t=2T\) 86.5%
\(t=3T\) 95%
\(t=4T\) 98.2%
\(t=5T\) 99.3%

Specifications

For first-order system:

\[ \boxed{t_r \approx 2.2T \quad \text{(10\% to 90\% rise time)}} \]
\[ \boxed{t_s \approx 4T \quad \text{(2\% settling time)}} \]

9. Second-Order System Response

Likely Exam Question (10 marks)

"For a standard second-order system, define damping ratio, natural frequency, peak overshoot, rise time, peak time, and settling time."

Standard second-order closed-loop transfer function:

\[ \boxed{T(s)=\frac{\omega_n^2}{s^2+2\zeta\omega_ns+\omega_n^2}} \]
Second-order unit-step response for underdamped (overshoot and ringing), critically damped, and overdamped cases approaching the final value 1
Fig: Second-order unit-step response for underdamped (overshoot and ringing), critically damped, and overdamped cases approaching the final value 1

where:

  • \(\omega_n\) = undamped natural frequency
  • \(\zeta\) = damping ratio

Characteristic equation:

\[ s^2+2\zeta\omega_ns+\omega_n^2=0 \]

Poles:

\[ \boxed{s=-\zeta\omega_n \pm j\omega_n\sqrt{1-\zeta^2}} \]

For \(0<\zeta<1\), define damped natural frequency:

\[ \boxed{\omega_d=\omega_n\sqrt{1-\zeta^2}} \]

Damping Cases

Damping Ratio Poles Response
\(\zeta=0\) Pure imaginary Undamped oscillation
\(0<\zeta<1\) Complex LHP Underdamped oscillation with decay
\(\zeta=1\) Equal real poles Critically damped, fastest non-oscillatory
\(\zeta>1\) Distinct real poles Overdamped, slow non-oscillatory
\(\zeta<0\) RHP poles Unstable

Unit-Step Response for Underdamped System

For \(0<\zeta<1\):

\[ \boxed{c(t)=1-\frac{e^{-\zeta\omega_nt}}{\sqrt{1-\zeta^2}}\sin(\omega_dt+\phi)} \]

where:

\[ \boxed{\phi=\tan^{-1}\left(\frac{\sqrt{1-\zeta^2}}{\zeta}\right)} \]

Time-Domain Specifications

Specification Symbol Formula
Delay time \(t_d\) Time to reach 50% of final value
Rise time \(t_r\) Time to rise from 0% to 100% for underdamped system
Peak time \(t_p\) \(\frac{\pi}{\omega_d}\)
Maximum overshoot \(M_p\) \(e^{-\pi\zeta/\sqrt{1-\zeta^2}}\)
Percent overshoot \(\%OS\) \(100e^{-\pi\zeta/\sqrt{1-\zeta^2}}\)
Settling time, 2% criterion \(t_s\) \(\frac{4}{\zeta\omega_n}\)
Settling time, 5% criterion \(t_s\) \(\frac{3}{\zeta\omega_n}\)

Approximate rise time for underdamped system:

\[ \boxed{t_r=\frac{\pi-\phi}{\omega_d}} \]

Effect of \(\zeta\) and \(\omega_n\)

  • Increasing \(\zeta\) reduces overshoot but may slow response.
  • Increasing \(\omega_n\) generally speeds up response.
  • Larger \(\zeta\omega_n\) gives faster decay and smaller settling time.
  • Dominant poles farther left in the \(s\)-plane give faster settling.
First-order and underdamped second-order step-response constructions showing the 63.2 percent time constant, delay, rise, peak, overshoot, two-percent band, and settling time
Fig: First-order and underdamped second-order step-response constructions showing the 63.2 percent time constant, delay, rise, peak, overshoot, two-percent band, and settling time

10. Steady-State Error

Likely Exam Question (10 marks)

"Define position, velocity, and acceleration error constants. Find steady-state error for step, ramp, and parabolic inputs."

Steady-state error is the difference between input and output as \(t\to\infty\).

\[ \boxed{e_{ss}=\lim_{t\to\infty}e(t)} \]

Using final value theorem:

\[ \boxed{e_{ss}=\lim_{s\to0}sE(s)} \]

For a unity-feedback system:

\[ E(s)=\frac{R(s)}{1+G(s)} \]

Therefore:

\[ \boxed{e_{ss}=\lim_{s\to0}\frac{sR(s)}{1+G(s)}} \]

Static Error Constants

For unity feedback:

Error Constant Definition Input
Position error constant \(K_p=\lim_{s\to0}G(s)\) Step
Velocity error constant \(K_v=\lim_{s\to0}sG(s)\) Ramp
Acceleration error constant \(K_a=\lim_{s\to0}s^2G(s)\) Parabolic

Steady-State Error Formulas

Input \(R(s)\) Steady-State Error
Unit step \(1/s\) \(e_{ss}=\frac{1}{1+K_p}\)
Unit ramp \(1/s^2\) \(e_{ss}=\frac{1}{K_v}\)
Unit parabolic \(1/s^3\) \(e_{ss}=\frac{1}{K_a}\)

System Type

System type is the number of pure integrators, or poles at origin, in the open-loop transfer function \(G(s)H(s)\).

System Type Poles at Origin Step Error Ramp Error Parabolic Error
Type 0 0 finite \(\infty\) \(\infty\)
Type 1 1 0 finite \(\infty\)
Type 2 2 0 0 finite

Important:

  • Increasing system type improves steady-state accuracy.
  • Adding integrators reduces steady-state error but may reduce stability.

11. Solved Examples

Example 1 - Transfer Function from Differential Equation

Q. Find transfer function if:

\[ \frac{d^2c}{dt^2}+5\frac{dc}{dt}+6c=2\frac{dr}{dt}+4r \]

Solution:

Taking Laplace transform with zero initial conditions:

\[ s^2C(s)+5sC(s)+6C(s)=2sR(s)+4R(s) \]
\[ C(s)(s^2+5s+6)=R(s)(2s+4) \]
\[ \boxed{\frac{C(s)}{R(s)}=\frac{2s+4}{s^2+5s+6}} \]

Example 2 - Poles, Zeros, and Stability

Q. Find poles and zeros of \(G(s)=\frac{5(s+4)}{s(s+2)(s^2+2s+5)}\) and comment on stability.

Solution:

Zero: \(s=-4\)

Poles:

\[ s=0,\quad s=-2,\quad s^2+2s+5=0 \]
\[ s=-1\pm j2 \]

All poles are in left half-plane except one pole at origin. Therefore the system is marginal/integrating in open-loop sense. Closed-loop stability must be checked from closed-loop characteristic equation.

Example 3 - Second-Order Specifications

Q. A standard second-order system has \(\zeta=0.5\) and \(\omega_n=10\,\text{rad/s}\). Find \(\omega_d\), \(t_p\), percent overshoot, and 2% settling time.

Solution:

\[ \omega_d=\omega_n\sqrt{1-\zeta^2}=10\sqrt{1-0.25}=8.66\,\text{rad/s} \]
\[ t_p=\frac{\pi}{\omega_d}=\frac{\pi}{8.66}=0.363\,\text{s} \]
\[ \%OS=100e^{-\pi\zeta/\sqrt{1-\zeta^2}}=100e^{-\pi(0.5)/0.866}=16.3\% \]
\[ t_s=\frac{4}{\zeta\omega_n}=\frac{4}{0.5\times10}=0.8\,\text{s} \]

Example 4 - Steady-State Error

Q. For unity feedback system \(G(s)=\frac{10}{s(s+2)}\), find error constants and steady-state errors for unit step and unit ramp inputs.

Solution:

System has one pole at origin, so it is Type 1.

\[ K_p=\lim_{s\to0}G(s)=\infty \]
\[ e_{ss,step}=\frac{1}{1+K_p}=0 \]
\[ K_v=\lim_{s\to0}sG(s)=\lim_{s\to0}\frac{10}{s+2}=5 \]
\[ e_{ss,ramp}=\frac{1}{K_v}=0.2 \]

12. Quick Revision Table

Topic Key Result
Transfer function \(G(s)=C(s)/R(s)\) with zero initial conditions
Pole Root of denominator
Zero Root of numerator
Stable pole region Left half of \(s\)-plane
Mass-spring-damper \(X(s)/F(s)=1/(Ms^2+Bs+K)\)
DC motor speed TF \(\Omega(s)/V_a(s)=K_t/[(L_as+R_a)(Js+B)+K_bK_t]\)
Cascade blocks \(G_1G_2\)
Parallel blocks \(G_1+G_2\)
Negative feedback \(G/(1+GH)\)
Mason formula \(T=\sum P_k\Delta_k/\Delta\)
First-order step response \(c(t)=1-e^{-t/T}\)
Second-order transfer function \(\omega_n^2/(s^2+2\zeta\omega_ns+\omega_n^2)\)
Peak time \(t_p=\pi/\omega_d\)
Percent overshoot \(100e^{-\pi\zeta/\sqrt{1-\zeta^2}}\)
2% settling time \(t_s=4/(\zeta\omega_n)\)
Position error constant \(K_p=\lim_{s\to0}G(s)\)
Velocity error constant \(K_v=\lim_{s\to0}sG(s)\)
Acceleration error constant \(K_a=\lim_{s\to0}s^2G(s)\)

Key Exam Points - Transfer Functions and Response

  • Transfer function is defined only for zero initial conditions.
  • Poles decide natural response and stability; zeros shape transient response.
  • Dominant poles closest to the imaginary axis control transient behavior.
  • Standard second-order formulas are frequently asked in numerical problems.
  • System type decides steady-state error for step, ramp, and parabolic inputs.

Model Answer — Transfer-Function Definition, Properties, and Limitations [5 marks]

Exam-ready answer

For a lumped, linear time-invariant system, the transfer function is the ratio of the Laplace transform of output to input with every independent initial condition set to zero:

\[ \boxed{G(s)=\left.\frac{C(s)}{R(s)}\right|_{\text{zero initial conditions}}}, \qquad s=\sigma+j\omega\;[\text{s}^{-1}]. \]

Input and output reference directions must be declared; reversing either direction changes the corresponding sign. The units of \(G\) are output units divided by input units, for example \((\text{rad/s})/\text{V}\) for a motor speed plant.

If an LTI differential equation is

\[ a_n\frac{d^nc}{dt^n}+\cdots+a_0c =b_m\frac{d^mr}{dt^m}+\cdots+b_0r, \]

its zero-state Laplace transform gives

\[ \boxed{G(s)=\frac{b_ms^m+\cdots+b_0}{a_ns^n+\cdots+a_0}} =K\frac{\prod_i(s-z_i)}{\prod_k(s-p_k)}. \]

The roots \(z_i\) are zeros and \(p_k\) are poles. Important properties are: \(G\) describes system dynamics independently of a particular input; cascade blocks multiply, parallel blocks add, and a negative-feedback loop reduces to \(G/(1+GH)\); the impulse response is \(g(t)=\mathcal L^{-1}\{G(s)\}\); poles determine natural modes and stability, while zeros shape forced response. Frequency response follows by evaluating \(G(j\omega)\) when the imaginary axis is in the region of convergence.

Worked derivation: for \(\tau\dot c+c=Kr\) with \(\tau>0\) s, zero initial conditions give \((\tau s+1)C=KR\), hence

\[ \boxed{G(s)=\frac{K}{\tau s+1}}. \]

A unit step produces \(c(t)=K(1-e^{-t/\tau})u(t)\); at \(t=\tau\), it reaches \(0.632K\), checking the pole \(-1/\tau\).

Advantages: differential equations become algebraic; interconnections, steady state, transients, poles/zeros and frequency response are handled systematically. Limitations: a transfer function omits nonzero initial-state response, is not directly valid for nonlinear or time-varying systems, and a scalar form does not capture MIMO interactions or internal state structure. Pole-zero cancellation can hide an unstable internal mode, and parameter uncertainty, saturation and delay must be modeled explicitly. State-space or nonlinear models are used when these limitations matter.

Practice target: 9 minutes; derive the polynomial ratio from a differential equation and separate properties from modeling limitations.

Model Answer — Closed-Loop Transfer-Function Derivation [5 marks]

Exam-ready answer

Assume an LTI SISO system with zero initial conditions. At the negative-feedback summing junction, define the reference as positive and the feedback signal as negative:

\[ \boxed{E(s)=R(s)-B(s)}, \qquad B(s)=H(s)C(s), \qquad C(s)=G(s)E(s). \]

Closed-loop control system: reference R(s) into a summing junction, error E(s) into forward path G(s) giving output C(s), with H(s) feeding the output back to the summing junction
Fig: Closed-loop control system: reference R(s) into a summing junction, error E(s) into forward path G(s) giving output C(s), with H(s) feeding the output back to the summing junction

Substitution and collection of the output terms give

\[ C=G(R-HC)=GR-GHC, \]
\[ C(1+GH)=GR \quad\Rightarrow\quad \boxed{\frac{C(s)}{R(s)}=\frac{G(s)}{1+G(s)H(s)}}. \]

The product \(L(s)=G(s)H(s)\) is loop transfer. The characteristic equation

\[ \boxed{1+G(s)H(s)=0} \]

sets the closed-loop poles and therefore stability and natural response. If the summing sign were positive, the denominator would be \(1-GH\); the sign must come from the diagram, not memory.

The same result follows from standard block reduction: a single negative-feedback loop around forward block \(G\) reduces to \(G/(1+GH)\).

Block-reduction before-and-after rules for cascade, parallel, positive and negative feedback, and movement of summing and take-off points with the required G or inverse-G compensation
Fig: Block-reduction before-and-after rules for cascade, parallel, positive and negative feedback, and movement of summing and take-off points with the required G or inverse-G compensation

It also follows from Mason's gain formula. In the signal-flow graph, the forward path is \(P_1=G\) and the loop gain is \(L_1=-GH\); hence \(\Delta=1-L_1=1+GH\), \(\Delta_1=1\), and \(T=P_1\Delta_1/\Delta=G/(1+GH)\). For larger graphs,

\[ \boxed{T=\frac{\sum_kP_k\Delta_k}{\Delta}}, \]

where \(\Delta\) contains loop and non-touching-loop products.

Check: with \(G=10/(s+2)\) and unity feedback, \(T=10/(s+12)\). The pole moves from \(-2\) to \(-12\), DC gain changes from \(5\) to \(10/12\), and the first-order response becomes faster. Reduction and Mason analysis assume linear signal relations; nonlinear saturation or a moved summing/take-off point without the required compensating block invalidates the algebra.

Practice target: 9 minutes; derive from signal equations first, then identify the characteristic equation and one independent reduction check.

Model Answer — Poles, Zeros, Stability, and Transient Response [5 marks]

Exam-ready answer

Write a proper rational transfer function as

\[ \boxed{G(s)=K\frac{\prod_i(s-z_i)}{\prod_k(s-p_k)}}. \]

A zero \(z_i\) makes the numerator zero and blocks or reshapes response at that complex frequency. A pole \(p_k\) makes the denominator zero and corresponds to a natural mode \(e^{p_kt}\). The horizontal coordinate \(\sigma=\operatorname{Re}s\) has units s\(^{-1}\) and sets exponential growth/decay; the vertical coordinate \(\omega=\operatorname{Im}s\) is oscillation frequency in rad/s.

Pole-zero stability map showing LHP, imaginary-axis and RHP poles, dominant-pole distance, LHP and RHP zeros, and stable, marginal, unstable and inverse-response thumbnails
Fig: Pole-zero stability map showing LHP, imaginary-axis and RHP poles, dominant-pole distance, LHP and RHP zeros, and stable, marginal, unstable and inverse-response thumbnails

Pole location Natural response and implication
Real LHP, \(p=-a\) \(e^{-at}\): nonoscillatory decay; farther left is faster
Complex LHP, \(-\sigma\pm j\omega_d\) Decaying oscillation; damping set by \(\sigma\)
Simple imaginary-axis pair Sustained natural oscillation; marginal internally, not strict BIBO stability
Any RHP pole Growing exponential/oscillation: unstable
Repeated imaginary-axis pole Polynomially growing oscillation: unstable

For a standard second-order denominator,

\[ s^2+2\zeta\omega_ns+\omega_n^2, \qquad \boxed{p_{1,2}=-\zeta\omega_n \pm j\omega_n\sqrt{1-\zeta^2}}. \]

Poles nearest the imaginary axis generally dominate the long transient. For \(0<\zeta<1\), \(t_s\approx4/(\zeta\omega_n)\) s for the 2% criterion and \(M_p=e^{-\pi\zeta/\sqrt{1-\zeta^2}}\).

Zeros do not set asymptotic stability but alter rise, overshoot and phase. A nearby LHP zero can speed response and increase overshoot; a RHP zero causes nonminimum-phase behavior, often an initial motion opposite the final value and a bandwidth limitation. Exact cancellation is unsafe: uncertainty leaves a residual mode, and cancelling an unstable pole can hide internal instability.

Check: \(s^2+4s+25\) has \(\omega_n=5\) rad/s, \(\zeta=0.4\), and poles \(-2\pm j4.58\), so it is stable and underdamped. The approximations give \(t_s\approx2\) s and \(M_p\approx25.4\%\). A zero at \(+1\) would not move those poles but would introduce inverse response. These ideas support controller design, model reduction and transient prediction, subject to the accuracy of the pole-zero model.

Practice target: 9 minutes; mark pole regions on an s-plane and connect each location to its time-domain mode before discussing zeros.

Model Answer — RLC and Mechanical-System Transfer Functions [10 marks]

Exam-ready answer

A physical transfer function is obtained by choosing positive input/output directions, writing conservation laws with passive signs, applying the Laplace transform with zero initial conditions, and forming output over input.

Series-RLC voltage model and mass-spring-damper force model with labeled inputs, outputs, directions, physical parameters, differential equations, and transfer functions
Fig: Series-RLC voltage model and mass-spring-damper force model with labeled inputs, outputs, directions, physical parameters, differential equations, and transfer functions

Series RLC system. Let current \(i(t)\) flow from the positive terminal of input voltage \(v_i(t)\) through \(R\), \(L\) and \(C\), and let capacitor voltage \(v_c(t)\) be positive at the current-entering plate. KVL gives

\[ v_i=Ri+L\frac{di}{dt}+v_c, \qquad i=C\frac{dv_c}{dt}. \]

Substituting current,

\[ LC\frac{d^2v_c}{dt^2}+RC\frac{dv_c}{dt}+v_c=v_i. \]

With zero capacitor voltage and inductor current initially,

\[ (LCs^2+RCs+1)V_c=V_i \]

and therefore

\[ \boxed{\frac{V_c(s)}{V_i(s)} =\frac1{LCs^2+RCs+1}}. \]

Here \(R\) is in ohms, \(L\) in henries, \(C\) in farads and the voltage ratio is dimensionless. Comparing with \(\omega_n^2/(s^2+2\zeta\omega_ns+\omega_n^2)\) gives

\[ \boxed{\omega_n=\frac1{\sqrt{LC}}}, \qquad \boxed{\zeta=\frac R2\sqrt{\frac CL}}. \]

Translational mechanical system. Let positive displacement \(x(t)\) and applied force \(F(t)\) point to the right. The spring, viscous damper and inertia oppose positive motion with forces \(-Kx\), \(-B\dot x\) and \(-M\ddot x\). Newton's law gives

\[ F-M\ddot x-B\dot x-Kx=0 \quad\Rightarrow\quad M\ddot x+B\dot x+Kx=F. \]

Under zero initial displacement and velocity,

\[ (Ms^2+Bs+K)X=F \quad\Rightarrow\quad \boxed{\frac{X(s)}{F(s)}=\frac1{Ms^2+Bs+K}}. \]

Here \(M\) is kg, \(B\) is N·s/m, \(K\) is N/m, and \(X/F\) is m/N. The natural parameters are

\[ \boxed{\omega_n=\sqrt{K/M}}, \qquad \boxed{\zeta=\frac{B}{2\sqrt{KM}}}. \]

Using charge \(q\) for the series circuit, \(L\ddot q+R\dot q+q/C=v_i\), which has the force-voltage analogy \(L\leftrightarrow M\), \(R\leftrightarrow B\), \(1/C\leftrightarrow K\), \(q\leftrightarrow x\), and \(v_i\leftrightarrow F\).

Worked check: for \(R=2\,\Omega\), \(L=0.5\) H and \(C=0.1\) F,

\[ \frac{V_c}{V_i}=\frac1{0.05s^2+0.2s+1} =\frac{20}{s^2+4s+20}. \]

Thus \(\omega_n=\sqrt{20}=4.47\) rad/s and \(\zeta=4/(2\sqrt{20})=0.447\); the DC gain is one, consistent with the capacitor becoming open circuit at steady DC. Both models are second order because two independent energy-storage mechanisms exist: electric/magnetic energy in \(C,L\), and kinetic/elastic energy in \(M,K\).

The RLC model applies to filters and resonant networks; the mechanical model applies to suspensions, instruments and servo loads. Ideal lumped, linear elements omit parasitics, Coulomb friction, backlash, saturation and distributed modes. Nonzero initial energy adds separate response terms and is not part of the transfer function.

Practice target: 18–20 minutes; state signs before KVL/Newton equations, derive both ratios, and compare their natural frequency and damping.

Model Answer — Armature-Controlled DC Motor Transfer Function [10 marks]

Exam-ready answer

Consider a separately excited armature-controlled DC motor with constant field flux. Choose positive armature voltage \(v_a\), current \(i_a\), electromagnetic torque and angular speed \(\omega\) in the same motoring sense. Back emf opposes the applied voltage, and positive load torque \(T_L\) opposes rotation. The linear relations are

\[ v_a=R_ai_a+L_a\frac{di_a}{dt}+e_b, \qquad \boxed{e_b=K_b\omega}, \]
\[ \boxed{T_m=K_ti_a}, \qquad J\frac{d\omega}{dt}+B\omega=T_m-T_L. \]

Here \(R_a\) is in \(\Omega\), \(L_a\) in H, \(K_b\) in V·s/rad, \(K_t\) in N·m/A, \(J\) in kg·m\(^2\), \(B\) in N·m·s/rad, \(\omega\) in rad/s and torque in N·m. Neglecting initial current and speed, the Laplace equations are

\[ V_a=(L_as+R_a)I_a+K_b\Omega, \]
\[ (Js+B)\Omega=K_tI_a-T_L. \]

Armature-controlled DC motor block model with armature dynamics, torque constant, mechanical dynamics, speed and position outputs, integrator, and negative back-emf feedback
Fig: Armature-controlled DC motor block model with armature dynamics, torque constant, mechanical dynamics, speed and position outputs, integrator, and negative back-emf feedback

For the voltage-to-speed transfer set \(T_L=0\). From the mechanical equation,

\[ I_a=\frac{Js+B}{K_t}\Omega. \]

Substitute into the electrical equation:

\[ V_a=\left[\frac{(L_as+R_a)(Js+B)}{K_t}+K_b\right]\Omega. \]

Therefore

\[ \boxed{\frac{\Omega(s)}{V_a(s)} =\frac{K_t}{(L_as+R_a)(Js+B)+K_tK_b}}. \]

Since \(\Omega=s\Theta\) under zero initial position,

\[ \boxed{\frac{\Theta(s)}{V_a(s)} =\frac{K_t}{s\left[(L_as+R_a)(Js+B)+K_tK_b\right]}}. \]

The term \(K_tK_b\) is electromechanical negative feedback: increased speed raises opposing back emf, reducing current and torque. Retaining load torque and setting \(V_a=0\) gives the signed disturbance transfer

\[ \boxed{\frac{\Omega(s)}{T_L(s)} =-\frac{L_as+R_a}{(L_as+R_a)(Js+B)+K_tK_b}}, \]

where the minus sign follows from the declared opposing \(T_L\) direction.

Worked check: take \(R_a=2\,\Omega\), \(L_a=0.5\) H, \(J=0.02\) kg·m\(^2\), \(B=0.10\) N·m·s/rad, and \(K_t=K_b=0.10\) in SI units. Then

\[ (0.5s+2)(0.02s+0.10)+0.01 =0.01s^2+0.09s+0.21, \]
\[ \boxed{\frac{\Omega}{V_a} =\frac{0.10}{0.01s^2+0.09s+0.21}}. \]

The DC speed gain is \(0.10/0.21=0.476\) (rad/s)/V; substitution into the steady electrical and mechanical equations gives the same value.

The model supports speed/position servo design, drive simulation and disturbance analysis. It assumes constant field, linear magnetic circuit, viscous friction and rigid inertia; armature reaction, saturation, Coulomb friction, backlash, converter delay and load elasticity require extensions. If \(L_a\) is negligible relative to the mechanical time scale, the speed model may be approximated as first order, but that approximation must be justified.

Practice target: 18–20 minutes; declare torque signs, eliminate armature current step by step, and include both speed and position forms plus the load-torque check.