Analysis of TF and SS Models Flashcards

1
Q

Purpose of Analyzing Models

A
  1. Predict response in time/frequency domain
  2. Stability
  3. Speed of Response
  4. Steady State Error
  5. Oscillation Prevention
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2
Q

Time Response of System

A
  1. Transient Response: depends on initial conditions, corresponds to homogenous solution of D.E.
  2. Steady State Response:
    depends on system inputs, corresponds to the particular solution of D.E.
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3
Q

Frequency Response of System

A
  1. For LTI systems with sinusoidal input, the steady state output is also sinusoidal at the same frequency
  2. Output has different magnitude and phase
  3. Frequency response is found from transfer function:
    G(s), s = j*w.
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4
Q

Bode Plot

  1. Definition
  2. Q-Factor
A
  1. Plot of magnitude/phase of frequency response on Log graph
  2. Q = 1/(2*d): size and sharpness of peaks
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5
Q

Nyquist Diagram

A

Plot of magnitude/phase of frequency response on complex plane

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6
Q

BIBO Stability

A
  1. Given bounded input, output is bounded
  2. All poles of transfer function have negative real parts. Any pole has a positive real part system is unstable.
  3. Poles must be in left-half plane for stability.
  4. If any pair of poles is on imaginary axis system is marginally stable (oscillations)
  5. Purely imaginary poles is not BIBO stable.
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7
Q

First Order System

  1. ODE
  2. Transfer Function
  3. DC Gain
  4. Time Constant
  5. Stability
A
  1. y’ + ay = bu or Ty’ + y = ku
  2. G(s) = b/(s+a) = k/(T*s + 1)
  3. k = b/a
  4. T = 1/a
  5. s = -a: a>0 stable, a<0 unstable
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8
Q
Second Order System
1. ODE
2. Transfer Function
3. DC Gain
4. Damping Ratio
5 Natural Frequency
6 Poles/zeros
A

my’‘+by’+ky = f(t) or y’’ + 2dwy’ + w^2y = kDCw^2u

  1. G(s) = 1/(ms^2 + bs + k) = (kDCw^2)/(s^2 + 2dws + w^2)
  2. kDC = 1/k
  3. d = b/(2sqrt(km))
  4. w = sqrt(k/m)
  5. s_p = -dw + or - jw*sqrt(1-d^2)
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9
Q

Underdamped Second Order System

A
  1. d < 1
  2. Poles are complex valued with negative real parts
  3. System oscillates while approaching steady state
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10
Q

Overdamped Second Order System

A
  1. d > 1
  2. Poles are real and negative
  3. Stable
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11
Q

Critically Damped Second Order System

A
  1. d = 1
  2. Both poles are real and have same magnitude
  3. Stable System
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12
Q

Undamped Second Order System

A
  1. d = 0
  2. poles are purely imaginary
  3. Marginally Stable
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13
Q

Settling Time

  1. Definition
  2. Equation for 2nd Order Underdamped System
A
  1. Time required for the system to fall within a certain percentage of steady state value for a step input.
  2. Ts = -ln(tolerance fraction)/(d*w)
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14
Q

Percent Overshoot

  1. Definition
  2. Equation for 2nd Order Underdamped System
A
  1. Percent by which system’s step response exceeds final steady state value.
  2. Mp = exp(-d/(sqrt(1-d^2)))
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