Oscillations
The Damped Harmonic Oscillator
In a real-world spring or pendulum system, there is always some friction or resistance that
removes energy from the system. This resistance is called damping.
1. Equation of Motion
Consider a mass \( m \) attached to a spring with constant \( k \) and a damping force
proportional to velocity \( \dot{x} \):
\[
F_d = -c\dot{x}
\]
where \( c \) is the damping coefficient.
The total force acting on the mass is:
\[
F = -kx - c\dot{x}
\]
Applying Newton’s second law:
\[
m\ddot{x} = -kx - c\dot{x}
\quad \Rightarrow \quad
m\ddot{x} + c\dot{x} + kx = 0
\]
This is the damped harmonic oscillator equation.
2. Standard Form
Dividing through by \( m \):
\[
\ddot{x} + \frac{c}{m}\dot{x} + \frac{k}{m}x = 0
\]
Let:
\[
2\beta = \frac{c}{m}, \quad \omega_0^2 = \frac{k}{m}
\]
Then the equation becomes:
\[
\boxed{\ddot{x} + 2\beta\dot{x} + \omega_0^2 x = 0}
\]
where:
- \( \omega_0 \) — natural (undamped) angular frequency
- \( \beta \) — damping constant (\( \beta = c/2m \))
3. Nature of the Motion
The characteristic equation is:
\[
r^2 + 2\beta r + \omega_0^2 = 0
\quad \Rightarrow \quad
r = -\beta \pm \sqrt{\beta^2 - \omega_0^2}
\]
The behavior of the system depends on the relative size of \( \beta \) and \( \omega_0 \).
Case 1: Underdamped Motion (\( \beta < \omega_0 \))
Roots are complex:
\[
r = -\beta \pm i\omega_d
\quad \text{where} \quad
\omega_d = \sqrt{\omega_0^2 - \beta^2}
\]
The solution is oscillatory:
\[
x(t) = A e^{-\beta t}\cos(\omega_d t + \phi)
\]
- The amplitude decays exponentially with time.
- The motion is sinusoidal, with reduced frequency \( \omega_d \).
- Energy decreases as \( E \propto e^{-2\beta t} \).
Example: A pendulum oscillating slowly in air.
Case 2: Critically Damped Motion (\( \beta = \omega_0 \))
Roots are real and equal:
\[
r_1 = r_2 = -\beta
\]
The general solution is:
\[
x(t) = (A + Bt)e^{-\beta t}
\]
- No oscillations — the system returns to equilibrium without overshooting.
- This is the fastest possible return to equilibrium.
- Used in car shock absorbers and door closers.
Case 3: Overdamped Motion (\( \beta > \omega_0 \))
Roots are real and distinct:
\[
r_{1,2} = -\beta \pm \sqrt{\beta^2 - \omega_0^2}
\]
The solution is:
\[
x(t) = A e^{r_1 t} + B e^{r_2 t}
\]
- No oscillations — both exponential terms decay.
- The system returns to equilibrium slowly compared to critical damping.
4. Energy in Damped Oscillations
The total mechanical energy decreases exponentially with time:
\[
E(t) = E_0 e^{-2\beta t}
\]
where \( E_0 \) is the initial energy.
5. Comparison Summary
| Type |
Condition |
Nature of Motion |
Equation of Motion |
| Underdamped |
\( \beta < \omega_0 \) |
Oscillatory with decaying amplitude |
\( x = A e^{-\beta t}\cos(\omega_d t + \phi) \) |
| Critically Damped |
\( \beta = \omega_0 \) |
Non-oscillatory, fastest return |
\( x = (A + Bt)e^{-\beta t} \) |
| Overdamped |
\( \beta > \omega_0 \) |
Non-oscillatory, slow return |
\( x = A e^{r_1 t} + B e^{r_2 t} \) |
6. Graphical Behavior
- Underdamped: Oscillations with gradually decreasing amplitude.
- Critically Damped: Smooth exponential decay, no oscillation.
- Overdamped: Even slower exponential decay, no oscillation.
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