Learning topic
Small Oscillations of a One-Degree-of-Freedom System
Free and forced small oscillations of a one-degree-of-freedom mechanical system, natural frequency, and resonance.
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Small oscillations occur near a stable equilibrium when deviations are small enough for the equations of motion to be linearized. A one-degree-of-freedom system is described by one generalized coordinate.
Undamped free oscillations
The standard linear equation is:
$$m\ddot x+kx=0.$$
The natural circular frequency is:
$$\omega_n=\sqrt{\frac{k}{m}},$$
and the period is $T=2\pi/\omega_n$.
Free-oscillation response
The solution may be written $x=C_1\cos\omega_nt+C_2\sin\omega_nt$ or $x=A\cos(\omega_nt+\varphi)$. Amplitude and initial phase are determined from the initial conditions.
Viscous damping
With linear resistance $c\dot x$:
$$m\ddot x+c\dot x+kx=0.$$
The type of motion depends on damping relative to its critical value. With light damping, the system undergoes decaying oscillations.
Forced oscillations
For harmonic excitation $F_0\cos\Omega t$:
$$m\ddot x+c\dot x+kx=F_0\cos\Omega t.$$
The steady-state response has excitation frequency $\Omega$, while its amplitude depends on frequency ratio and damping.
Resonance
In an ideal undamped system, harmonic excitation at $\Omega=\omega_n$ produces resonant growth of amplitude. With damping, the amplitude remains finite and the frequency-response maximum shifts depending on damping.
Linearization near equilibrium
For a general system, the coordinate is measured from stable equilibrium and only first-order terms in the small deviation are retained. The result has the form $m_{eq}\ddot q+c_{eq}\dot q+k_{eq}q=Q(t)$.
Example
For $m=2$ kg and $k=50$ N/m without damping, $\omega_n=\sqrt{50/2}=5$ rad/s and $T=2\pi/5\approx1.26$ s.
Common mistakes
- confusing circular frequency in rad/s with ordinary frequency $f=\omega/(2\pi)$ in hertz;
- using a linear small-oscillation model for large deviations without checking validity;
- ignoring damping when estimating resonant amplitude of a real system;
- using a physical mass directly instead of equivalent inertia for a compound mechanism without derivation.