15-5 Damped Simple Harmonic Motion#

Prompts

  • Why does a real oscillator (e.g., pendulum in air) eventually stop? Where does the energy go?

  • What is the damping force \(F_d = -bv\)? Why does it oppose the velocity? What are typical units of \(b\)?

  • For damped SHM, how does the amplitude change with time? Write \(x(t)\) and identify the decaying envelope.

  • Why does damping change the angular frequency? What is the physical intuition? How does the frequency evolve from undamped → underdamped → critical damping → overdamped?

  • Why is energy damping twice as fast as amplitude damping? (Equivalently: why is the energy relaxation time half of the amplitude relaxation time?)

Lecture Notes#

Overview#

  • Real oscillators lose energy to friction, air resistance, or other dissipative forces. The motion is damped—amplitude and energy decrease over time.

  • Damping force \(F_d = -bv\): proportional to velocity, opposes motion. Energy is transferred to thermal energy.

  • Relaxation time \(\tau = m/b\): time scale for energy decay; \(1/\tau\) sets the decay rate.

  • Displacement: \(x(t) = x_m e^{-t/(2\tau)}\cos(\omega' t + \phi)\)—a cosine with an exponentially decaying amplitude.

Undamped

Damped

Amplitude constant

Amplitude \(\propto e^{-t/(2\tau)}\)

\(E\) constant

\(E \propto e^{-t/\tau}\)

\(\omega = \sqrt{k/m}\)

\(\omega' = \sqrt{\omega^2 - 1/(4\tau^2)}\)


The damping force#

A common model: the damping force is proportional to velocity and opposes it:

(75)#\[ F_d = -bv \]
  • \(b\) = damping constant (SI: kg/s). Depends on the vane, fluid, or friction mechanism.

    • Dimensional analysis: \([b/m] = \text{(kg/s)}/\text{kg} = 1/\text{s}\)—a time scale.

    • Define the relaxation time

      (76)#\[ \tau = \frac{m}{b} \]
  • The minus sign ensures \(F_d\) opposes the direction of motion.

Newton’s second law: \(-bv - kx = ma\), giving

(77)#\[ m\frac{d^2x}{dt^2} + b\frac{dx}{dt} + kx = 0 \]

Displacement and damped frequency#

The solution (for \(b < 2\sqrt{km}\), underdamped case) is

(78)#\[ x(t) = x_m e^{-t/(2\tau)} \cos(\omega' t + \phi) \]
  • Amplitude envelope: \(x_m e^{-t/(2\tau)}\)—decays exponentially; \(t/(2\tau)\) is dimensionless.

  • Damped angular frequency:

    (79)#\[ \omega' = \sqrt{\omega^2 - \frac{1}{4\tau^2}} \]
    • Undamped: If \(b = 0\): \(\tau \to \infty\), \(\omega' = \omega = \sqrt{k/m}\).

    • Lightly damped: \(\tau\) large \(\Rightarrow\) \(1/\tau \ll \omega\) \(\Rightarrow\) \(\omega' \approx \omega\)—period nearly unchanged; only amplitude decays.

Overdamping and critical damping

If \(b \geq 2\sqrt{km}\) (equivalently \(1/\tau \geq 2\omega\)), the motion is overdamped (no oscillation) or critically damped (fastest return to equilibrium without overshoot). The cosine form Eq. (78) applies only when \(b < 2\sqrt{km}\).


Energy decay#

Mechanical energy \(E = K + U\) is not conserved—it decreases as work is done against the damping force.

For small damping, the amplitude is \(x_m e^{-t/(2\tau)}\), so (replacing the constant amplitude in \(E = \frac{1}{2}kx_m^2\)):

(80)#\[ E(t) \approx \frac{1}{2}kx_m^2\, e^{-t/\tau} \]
  • Time constant for energy decay: \(\tau\) (Eq. (76)). After time \(\tau\), \(E\) drops by factor \(e^{-1} \approx 0.37\).

  • Time for \(E\) to drop to fraction \(f\) of initial: \(e^{-t/\tau} = f\) \(\Rightarrow\) \(t = \tau\ln(1/f)\).


Summary#

  • Damping: \(F_d = -bv\); energy lost to thermal.

  • \(\tau = m/b\) (relaxation time); \(1/\tau\) is the energy-decay rate.

  • \(x(t) = x_m e^{-t/(2\tau)}\cos(\omega' t + \phi)\); amplitude decays exponentially.

  • \(\omega' = \sqrt{\omega^2 - 1/(4\tau^2)}\); for light damping (\(1/\tau \ll \omega\)), \(\omega' \approx \omega\).

  • \(E(t) \approx \frac{1}{2}kx_m^2\, e^{-t/\tau}\); after time \(\tau\), \(E\) drops by factor \(e^{-1}\).