Response of Second Order Systems

For a similar mass damper system to what was presented in 1st Order Dynamic Systems

Nomenclature

Sometimes dampers are b, sometimes they are c

Starting with out 2nd order ODE…

  • Taking a LaPlace transform
  • Factoring out X(s) and F(s) we can derive the following to get to the transfer function

*You can use the auxiliary method from State Variable Models if you have a time differentiated input

Standard Form

Step response:

  • Where the denominator can be factored as…

There are different cases here which are the Free Damped Responses.

  • Final value (DC gain): k
  • Peak time
  • Settling time (5%)
    • OR
    • (2% settling time which is for 1st Order Dynamic Systems!!!! need to relocate this) Rise time:
  • Side note: and and

Finding poles on a graph

Find which is the unit circle distance, then find which is the angle (direction) of the poles, then find which is the vertical distance away from the imaginary axis to which the poles lie.

For an undamped 2nd order response
When c=0


Where the terms above are out zero state response and zero input response

Zero Input Response

Transfer Function

Where the “characteristic equation” models our poles.

Using the characteristic equation, we can derive the natural frequency of the system as…

Using this inverse LaPlace transform from LaPlace Transforms

Therefore, applying this concept…

  • Where this oscillates with the frequency of the poles

Also note the general solution for a 2nd order homogenous equation with

Using given boundary conditions, we can find and by seeing which values satisfy the B.Cs

% Overshoot

This is the amount that the waveform overshoots the steady-state value…

  • We also use these identities

Damped Response

The Characteristic equation is defined as

Damped Response Important Variables

Where we have these relationships…

  • or
  • which means and
  • are the poles
  • Note that as well where or the imaginary part of the poles

The Free Damped Response


Where the poles are given above.

Case 1

If , then and which is the over-damped case.

and our discriminate is positive meaning we have two distinct real poles.
This yields…


Where
and meaning that is the dominant pole.

Solving

After coupling the system, solve for the s’s and the time constant above, then…

Case 2

then , this represents the critically damped case. This is the minimum damping to have no oscillation.

in this case and yields repeated real poles.

in this case,
Using the derivation from the lectures…

Note

No or since there is no oscillation

Case 3

represents the underdamped case. This should yield imaginary roots.

where is the natural frequency and the square root term.

From the line above


where

Where with maybe some error

Solving

Useful equations for this case…




Effects of Pole Locations

For qualitative understandings, will not be examinable though…

  • As you move further away from the imaginary axis, overshoot decreases and our damping increases
  • Increasing increases frequency but keeps the same overshoot
  • As decreases, increases which increases frequency but yields a similar envelope as we make these changes Adding poles:
  • Poles dominate if they are close to zero (often converts a 2nd order system to a 1st order system)
  • If close to real parts of other poles, the response slows down

Effects of Zeroes

Also for qualitative effects
Adding zeroes:

  • Adding zeroes in the numerator increases the overshoot the closer the zero is to the real axis
    • If its far away from the axis, basically nothing happens
  • If we have a zero in the same location as a pole, they effectively cancel each other out

System Types

The type of a system is the number of poles it has at the origin…

  • Type 0 → No poles
  • Type 1 → 1 pole
  • Type 2→ 2 poles

Increasing System Type

The simplest way to increase the system type is to add an s to the denominator of the open-loop TF. or to add a block to the block diagram