Oscillations — Physics Class 11 Notes (CBSE & HBSE)
Free NCERT Physics notes for Oscillations (Class 11) on Siksha Sarovar, aligned to CBSE and Haryana Board (HBSE). This chapter is broken into 3 topics with clear explanations, formulas, solved examples and board-pattern practice — free to read, no sign-up required.
Board exam focus — Oscillations (CBSE & HBSE)
Oscillations introduces periodic and oscillatory motion, with simple harmonic motion (SHM) as the central idea. This chapter develops the kinematics of SHM (displacement, velocity, acceleration, phase), the energy stored in an oscillating system, the linear restoring force law, and standard systems such as the simple pendulum and the loaded spring. It closes with free, damped, forced oscillations and the phenomenon of resonance — concepts that recur in Waves, AC circuits and modern physics.
Periodic Motion and Simple Harmonic Motion
Periodic and Oscillatory Motion
A motion that repeats itself after equal intervals of time is called periodic motion. The smallest such interval is the time period T. If the body moves to and fro about a fixed mean (equilibrium) position, the periodic motion is called oscillatory (or vibratory) motion.
- Every oscillatory motion is periodic, but every periodic motion need not be oscillatory (e.g. uniform circular motion is periodic but not oscillatory).
- Examples of oscillatory motion: a swinging pendulum, a vibrating tuning fork, a mass on a spring.
Simple Harmonic Motion (SHM)
SHM is the simplest form of oscillatory motion in which the restoring force is directly proportional to the displacement from the mean position and is always directed towards the mean position.
The displacement of a particle executing SHM is:
$$x(t) = A\,\sin(\omega t + \phi)$$
| Quantity | Symbol | Meaning |
|---|---|---|
| Amplitude | A | Maximum displacement from mean position |
| Angular frequency | ω | ω = 2π/T = 2πν (rad s⁻¹) |
| Phase | (ωt + φ) | State of motion at time t |
| Phase constant | φ | Initial phase (epoch) at t = 0 |
Velocity and Acceleration
Differentiating displacement:
- Velocity:
v = dx/dt = Aω cos(ωt + φ) = ω√(A² − x²) - Acceleration:
a = dv/dt = −Aω² sin(ωt + φ) = −ω²x
The defining relation of SHM is therefore:
$$a = -\omega^2 x$$
Acceleration is maximum (Aω²) at the extreme positions and zero at the mean position, while velocity is maximum (Aω) at the mean position and zero at the extremes.
Trap (CBSE/HBSE): Acceleration in SHM is NOT constant. It is proportional to displacement and oppositely directed. The negative sign indicates direction towards the mean position.
SHM as Projection of Uniform Circular Motion
SHM can be visualised as the projection of a particle moving uniformly on a circle (the reference circle) of radius A onto a diameter. This geometric picture explains why sine/cosine functions describe SHM and why ω is called the angular frequency.
Energy in SHM and the Force Law
Restoring Force and Force Law
For a particle of mass m in SHM, the acceleration is a = −ω²x. By Newton's second law the force is:
$$F = ma = -m\omega^2 x = -k x$$
where k = mω² is the force constant (restoring force per unit displacement). Hence:
$$\omega = \sqrt{\frac{k}{m}}, \qquad T = 2\pi\sqrt{\frac{m}{k}}$$
The restoring force is linear in displacement — this linearity is the hallmark of SHM.
Kinetic Energy (KE)
$$KE = \tfrac{1}{2}mv^2 = \tfrac{1}{2}m\omega^2(A^2 - x^2)$$
- KE is maximum at the mean position (x = 0):
KE_max = ½mω²A². - KE is zero at the extremes (x = ±A).
Potential Energy (PE)
$$PE = \tfrac{1}{2}kx^2 = \tfrac{1}{2}m\omega^2 x^2$$
- PE is zero at the mean position and maximum at the extremes:
PE_max = ½mω²A².
Total Mechanical Energy
$$E = KE + PE = \tfrac{1}{2}m\omega^2 A^2 = \text{constant}$$
| Position | KE | PE | Total E |
|---|---|---|---|
| Mean (x = 0) | ½mω²A² | 0 | ½mω²A² |
| x = A/2 | (3/8)mω²A² | (1/8)mω²A² | ½mω²A² |
| Extreme (x = ±A) | 0 | ½mω²A² | ½mω²A² |
Trap: Both KE and PE in SHM vary with double the frequency of the displacement (period T/2), yet their sum (total energy) stays constant and is proportional to A² and to ω².
The energy graph versus displacement shows PE as an upward parabola, KE as an inverted parabola, and total energy as a horizontal line.
Pendulum, Spring, and Damped & Forced Oscillations
Simple Pendulum
A simple pendulum consists of a point mass (bob) suspended by a light inextensible string of length L. For small angular displacements (θ < ~10°), the restoring torque gives SHM with:
$$T = 2\pi\sqrt{\frac{L}{g}}$$
- The period is independent of mass and amplitude (for small angles).
- It depends on length
Land acceleration due to gravityg.
Trap: The small-angle approximation sin θ ≈ θ is essential; for large amplitudes the motion is periodic but not simple harmonic.
Oscillations of a Spring
For a mass m attached to a spring of force constant k:
$$T = 2\pi\sqrt{\frac{m}{k}}$$
The period is independent of g — a spring-mass oscillator works the same in a satellite (weightlessness). Springs in series give a smaller effective k (1/k = 1/k₁ + 1/k₂), while springs in parallel give k = k₁ + k₂.
Free, Damped and Forced Oscillations
| Type | Description | Amplitude |
|---|---|---|
| Free | Oscillation at natural frequency ω₀, no external force/friction | Constant |
| Damped | Resistive (damping) force −bv opposes motion | Decreases exponentially |
| Forced | Driven by a periodic external force of frequency ω_d | Steady amplitude after transients |
Damped SHM: With a damping force F = −bv, the displacement is:
$$x(t) = A\,e^{-bt/2m}\cos(\omega' t + \phi), \quad \omega' = \sqrt{\frac{k}{m} - \frac{b^2}{4m^2}}$$
The amplitude decays as e^(−bt/2m) and mechanical energy decays as e^(−bt/m).
Resonance: In forced oscillation, the amplitude becomes maximum when the driving frequency equals the natural frequency (ω_d = ω₀). Smaller damping gives a sharper, taller resonance peak.
Application: Resonance explains why soldiers break step on bridges and how radios tune to a station — and why the Tacoma Narrows bridge collapsed.
Frequently asked questions
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Concept explanations, key formulas and definitions, fully solved examples and board-pattern practice questions for Oscillations.