Free, Forced and Damped Oscillations

Updated 22 Mar 2026
Sub-topics
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  1. 1Resonance

Oscillations describe repetitive motions where a physical quantity varies about an equilibrium position. These motions are fundamental to understanding many phenomena in physics, from the swing of a pendulum to the vibrations of atoms. When an object oscillates solely under the influence of its inherent restoring forces, it undergoes 'free oscillations'. If an external, periodic force continuously…

Quick Summary

Oscillations are repetitive motions around an equilibrium point. Free oscillations occur when a system, once disturbed, oscillates under its inherent restoring forces at its unique 'natural frequency' without external energy input or significant damping.

Ideally, their amplitude remains constant. However, in reality, all systems experience damped oscillations, where dissipative forces (like friction or air resistance) gradually reduce the amplitude over time by converting mechanical energy into other forms, typically heat.

The rate of damping determines if the system oscillates with decreasing amplitude (underdamped), returns to equilibrium fastest without oscillation (critically damped), or returns slowly without oscillation (overdamped).

When an external, periodic force continuously acts on a system, it undergoes forced oscillations. The system eventually oscillates at the 'driving frequency' of this external force. A critical phenomenon in forced oscillations is resonance, which occurs when the driving frequency matches the system's natural frequency, leading to a maximum amplitude of oscillation due to efficient energy transfer.

Damping prevents infinite amplitude at resonance and broadens the resonance peak, quantified by the Q-factor.

Full explanation

Oscillations are ubiquitous in nature and technology, forming the basis of many physical phenomena. To truly grasp free, forced, and damped oscillations, we must first establish a firm understanding of the ideal case: Simple Harmonic Motion (SHM), which represents undamped free oscillations.

Conceptual Foundation: Simple Harmonic Motion (SHM)

Simple Harmonic Motion is the simplest form of oscillatory motion, characterized by a restoring force directly proportional to the displacement from the equilibrium position and always directed towards that equilibrium.

Mathematically, this is expressed as Hooke's Law for a spring-mass system: F=kxF = -kx, where kk is the spring constant and xx is the displacement. Applying Newton's second law, F=maF = ma, we get md2xdt2=kxm\frac{d^2x}{dt^2} = -kx.

This leads to the differential equation for SHM:

d2xdt2+kmx=0\frac{d^2x}{dt^2} + \frac{k}{m}x = 0
Defining ω02=km\omega_0^2 = \frac{k}{m}, where ω0\omega_0 is the natural angular frequency, the equation becomes:
d2xdt2+ω02x=0\frac{d^2x}{dt^2} + \omega_0^2x = 0
The general solution to this equation is x(t)=Acos(ω0t+ϕ)x(t) = A \cos(\omega_0 t + \phi), where AA is the amplitude and ϕ\phi is the initial phase.

In SHM, energy is conserved, continuously transforming between kinetic and potential energy, and the amplitude remains constant.

1. Free Oscillations

Free oscillations occur when a system, once disturbed from its equilibrium, oscillates under the influence of its own internal restoring forces without any external periodic driving force or significant energy dissipation.

In an ideal scenario (no damping), these oscillations would continue indefinitely with constant amplitude and a frequency equal to the system's natural frequency, ω0\omega_0. Examples include a simple pendulum swinging in a vacuum or an ideal spring-mass system.

The natural frequency is an intrinsic property of the system, determined by its physical parameters (e.g., mass and spring constant for a spring-mass system, or length and gravity for a simple pendulum).

2. Damped Oscillations

In reality, no system is perfectly isolated. Energy is always lost to the surroundings due to dissipative forces like friction, air resistance, or internal material damping. These forces oppose the motion and are generally proportional to the velocity of the oscillating object. This leads to a gradual decrease in the amplitude of oscillation over time, a phenomenon known as damping.

Key Principles/Laws for Damped Oscillations:

  • Damping Force:The most common model for damping is viscous damping, where the damping force FdF_d is proportional to the velocity: Fd=bdxdtF_d = -b\frac{dx}{dt}, where bb is the damping coefficient (a positive constant).
  • Newton's Second Law:The net force acting on the oscillating mass is the sum of the restoring force and the damping force.

Derivation of the Differential Equation:

Combining the restoring force (from Hooke's Law, kx-kx) and the damping force (bdxdt-b\frac{dx}{dt}) with Newton's second law (md2xdt2m\frac{d^2x}{dt^2}), we get:

md2xdt2=kxbdxdtm\frac{d^2x}{dt^2} = -kx - b\frac{dx}{dt}
Rearranging this, we obtain the differential equation for damped oscillations:
md2xdt2+bdxdt+kx=0m\frac{d^2x}{dt^2} + b\frac{dx}{dt} + kx = 0
Dividing by mm and defining γ=b2m\gamma = \frac{b}{2m} (damping factor) and ω02=km\omega_0^2 = \frac{k}{m} (natural angular frequency), the equation becomes:
d2xdt2+2γdxdt+ω02x=0\frac{d^2x}{dt^2} + 2\gamma\frac{dx}{dt} + \omega_0^2x = 0

Solutions and Types of Damping:

The nature of the solution depends on the relative values of γ\gamma and ω0\omega_0.

  • Underdamped Oscillation ($\gamma < \omega_0$):This is the most common and interesting case. The system oscillates with decreasing amplitude. The solution is of the form:

x(t)=Aeγtcos(ωdt+ϕ)x(t) = A e^{-\gamma t} \cos(\omega_d t + \phi)
where ωd=ω02γ2\omega_d = \sqrt{\omega_0^2 - \gamma^2} is the damped angular frequency. Note that ωd<ω0\omega_d < \omega_0, meaning damping slightly reduces the oscillation frequency. The amplitude AeγtA e^{-\gamma t} decays exponentially with time.

  • Critically Damped Oscillation ($\gamma = \omega_0$):In this case, the system returns to equilibrium as quickly as possible without oscillating. There is no oscillation. The solution is of the form:

x(t)=(C1+C2t)eγtx(t) = (C_1 + C_2 t)e^{-\gamma t}
This is often desired in systems like car shock absorbers, where oscillations are undesirable.

  • Overdamped Oscillation ($\gamma > \omega_0$):The damping is so strong that the system returns to equilibrium slowly without oscillating. It takes longer to reach equilibrium than in critical damping. The solution involves two decaying exponential terms.

Energy Dissipation: In damped oscillations, the mechanical energy of the system is not conserved. It continuously decreases, primarily converted into heat due to the work done by the damping force. The rate of energy loss is proportional to the square of the velocity.

3. Forced Oscillations and Resonance

Forced oscillations occur when an external, periodic driving force acts on an oscillating system. This driving force continuously adds energy to the system, counteracting the energy loss due to damping and allowing the system to oscillate at a steady amplitude.

Key Principles/Laws for Forced Oscillations:

  • Driving Force:An external force Fext(t)=F0cos(ωt)F_{ext}(t) = F_0 \cos(\omega t) is applied, where F0F_0 is the amplitude of the driving force and ω\omega is the driving angular frequency.
  • Newton's Second Law:The net force includes the restoring force, damping force, and the driving force.

Derivation of the Differential Equation:

Adding the driving force to the damped oscillation equation:

md2xdt2+bdxdt+kx=F0cos(ωt)m\frac{d^2x}{dt^2} + b\frac{dx}{dt} + kx = F_0 \cos(\omega t)
Dividing by mm and using γ=b2m\gamma = \frac{b}{2m} and ω02=km\omega_0^2 = \frac{k}{m}:
d2xdt2+2γdxdt+ω02x=F0mcos(ωt)\frac{d^2x}{dt^2} + 2\gamma\frac{dx}{dt} + \omega_0^2x = \frac{F_0}{m} \cos(\omega t)

Solution (Steady State):

After an initial transient period, the system settles into a steady-state oscillation at the driving frequency ω\omega. The solution is of the form x(t)=A(ω)cos(ωtδ)x(t) = A(\omega) \cos(\omega t - \delta), where A(ω)A(\omega) is the amplitude and δ\delta is the phase difference between the driving force and the displacement.

  • Amplitude of Forced Oscillation:

A(ω)=F0/m(ω02ω2)2+(2gammaomega)2=F0m2(ω02ω2)2+b2ω2A(\omega) = \frac{F_0/m}{\sqrt{(\omega_0^2 - \omega^2)^2 + (2gammaomega)^2}} = \frac{F_0}{\sqrt{m^2(\omega_0^2 - \omega^2)^2 + b^2\omega^2}}
This formula shows how the amplitude depends on the driving frequency ω\omega, the natural frequency ω0\omega_0, the damping coefficient bb, and the driving force amplitude F0F_0.

  • **Phase Difference (δ\delta):**

tanδ=2gammaomegaω02ω2=bomegam(ω02ω2)\tan \delta = \frac{2gammaomega}{\omega_0^2 - \omega^2} = \frac{bomega}{m(\omega_0^2 - \omega^2)}
The phase difference indicates how much the oscillation 'lags' behind the driving force. At low driving frequencies (ωω0\omega \ll \omega_0), δ0\delta \approx 0, meaning the displacement is nearly in phase with the driving force.

At high driving frequencies (ωω0\omega \gg \omega_0), δπ\delta \approx \pi, meaning the displacement is nearly out of phase. At resonance (ω=ω0\omega = \omega_0), δ=pi/2\delta = pi/2, meaning the displacement lags the force by 90 degrees.

Resonance:

Resonance is a special condition in forced oscillations where the amplitude of oscillation becomes maximum. This occurs when the driving frequency ω\omega is equal or very close to the natural frequency ω0\omega_0 of the system.

More precisely, the amplitude is maximum when the denominator of A(ω)A(\omega) is minimum. This happens when ω=ωr\omega = \omega_r, the resonance frequency, which for light damping is approximately ω0\omega_0.

The resonance frequency is given by:

ωr=ω022γ2\omega_r = \sqrt{\omega_0^2 - 2\gamma^2}
For very light damping (γω0\gamma \ll \omega_0), ωrω0\omega_r \approx \omega_0. At resonance, the energy transfer from the driving force to the oscillator is most efficient.

  • Sharpness of Resonance (Quality Factor, Q-factor):The sharpness of the resonance peak (how quickly the amplitude drops off as ω\omega moves away from ωr\omega_r) is quantified by the Quality Factor, QQ. A high QQ factor means a sharp resonance peak and low damping, while a low QQ factor means a broad peak and high damping.

Q=ω02gamma=momega0b=mkbQ = \frac{\omega_0}{2gamma} = \frac{momega_0}{b} = \frac{\sqrt{mk}}{b}
A high Q-factor implies that the system stores a large amount of energy compared to the energy dissipated per cycle.

Real-World Applications:

  • Free Oscillations:The ringing of a bell after being struck, the vibration of a tuning fork, the natural sway of a tall building.
  • Damped Oscillations:Car suspension systems (shock absorbers are critically damped), door closers, earthquake-resistant buildings (designed to dissipate seismic energy), LCR circuits (resistance causes damping).
  • Forced Oscillations & Resonance:

* Beneficial: Musical instruments (soundboards resonate to amplify string vibrations), radio tuners (tune to specific broadcast frequencies), MRI machines (protons resonate in a magnetic field), microwave ovens (water molecules resonate with microwaves). * Destructive: Tacoma Narrows Bridge collapse (wind forces matched natural frequency), structural damage in earthquakes (buildings resonate with ground vibrations), unwanted vibrations in machinery.

Common Misconceptions:

    1
  1. Natural frequency vs. Driving frequency:Students often confuse these. Natural frequency is an intrinsic property of the system (for free oscillations), while driving frequency is the frequency of the external force (for forced oscillations). At resonance, they are approximately equal.
  2. 2
  3. Damping always stops oscillations:While damping reduces amplitude, underdamped systems still oscillate. Only critically damped and overdamped systems return to equilibrium without oscillating.
  4. 3
  5. Resonance always means infinite amplitude:In real systems, damping always exists, preventing infinite amplitude at resonance. The amplitude at resonance is finite and inversely proportional to the damping coefficient.
  6. 4
  7. Frequency of damped oscillation is same as natural frequency:Damping slightly reduces the frequency of oscillation (ωd<ω0\omega_d < \omega_0).

NEET-Specific Angle:

For NEET, the focus is on conceptual understanding, qualitative analysis of graphs (e.g., amplitude vs. frequency for forced oscillations, displacement vs. time for damped oscillations), and the application of key formulas. Questions often involve:

  • Identifying the type of oscillation from a description or graph.
  • Calculating natural frequency, damped frequency, or resonance frequency.
  • Understanding the effect of damping on amplitude and frequency.
  • Applying the concept of Q-factor.
  • Recognizing examples of resonance in daily life.
  • Interpreting the phase relationship between force and displacement in forced oscillations.

Mastering the definitions, the conditions for each type of oscillation, and the factors influencing amplitude and frequency, especially at resonance, is paramount.

Key Concepts

Natural Frequency and its Dependence

The natural frequency (ω0\omega_0) is a fundamental property of any oscillating system, representing the…

Damping and its Effect on Amplitude Decay

Damping refers to the dissipation of energy from an oscillating system, causing its amplitude to decrease…

Resonance and Q-factor

Resonance is the phenomenon where a system's amplitude of forced oscillation becomes maximum when the driving…

Often confused with

Side-by-side differences the NEET paper likes to test.

Free, Forced and Damped Oscillations vs Free, Forced, and Damped Oscillations
AspectFree, Forced and Damped OscillationsFree, Forced, and Damped Oscillations
External Driving ForceFree Oscillations: AbsentDamped Oscillations: Absent (after initial displacement)
Damping ForcesFree Oscillations: Ideally absent (undamped)Damped Oscillations: Present and significant
Frequency of OscillationFree Oscillations: Natural frequency ($\omega_0$)Damped Oscillations: Damped frequency ($\omega_d < \omega_0$) for underdamped; no oscillation for critical/overdamped
AmplitudeFree Oscillations: Constant (ideally)Damped Oscillations: Decreases exponentially over time
EnergyFree Oscillations: Conserved (ideally)Damped Oscillations: Dissipated over time, decreases
Phase RelationshipFree Oscillations: Not applicable (no driving force)Damped Oscillations: Not applicable (no driving force)

The fundamental distinction among these oscillation types lies in the presence and nature of external forces and damping. Free oscillations are the idealized case, oscillating at a natural frequency with constant amplitude.

Damped oscillations introduce realism by accounting for energy loss, causing amplitude decay and a slight reduction in frequency. Forced oscillations involve an external, periodic energy input, compelling the system to oscillate at the driving frequency, with resonance being a critical condition where maximum energy transfer and amplitude occur when the driving frequency matches the natural frequency.

Understanding these differences is key to analyzing any real-world oscillatory system.

Why it is tested: NEET relevance: This comparison is highly relevant for NEET as it forms the conceptual backbone for understanding oscillatory phenomena. Questions often test the ability to differentiate between these types based on their characteristics, such as amplitude behavior, frequency, and energy conservation. Understanding these distinctions is crucial for solving conceptual and application-based problems related to pendulums, spring-mass systems, and resonance phenomena in various physical contexts.

Questions students ask

6 answered on this topic.

What is the primary difference between free and forced oscillations?

The primary difference lies in the presence and nature of external influence. Free oscillations occur when a system, once displaced, oscillates solely under its inherent restoring forces without any continuous external energy input.

Its frequency is its natural frequency. Forced oscillations, however, involve a continuous, periodic external force driving the system. The system eventually oscillates at the frequency of this external driving force, which may or may not be its natural frequency.

Energy is continuously supplied by the driving force to sustain the oscillation, especially in the presence of damping.

How does damping affect the frequency of an oscillation?

Damping generally reduces the frequency of oscillation. For an underdamped system, the damped angular frequency ωd=ω02γ2\omega_d = \sqrt{\omega_0^2 - \gamma^2}, where ω0\omega_0 is the natural frequency and γ\gamma is the damping factor.

Since γ>0\gamma > 0, it implies ωd<ω0\omega_d < \omega_0. This means that the system oscillates slightly slower than it would in the absence of damping. In critically damped and overdamped cases, the system does not oscillate at all, so the concept of an oscillation frequency becomes irrelevant.

What is the significance of the Quality Factor (Q-factor) in oscillations?

The Quality Factor (Q-factor) is a dimensionless parameter that describes how underdamped an oscillator is. It quantifies the sharpness of the resonance peak in forced oscillations and the rate at which energy is dissipated in a free, damped oscillation.

A high Q-factor indicates low damping, a sharp resonance peak, and a system that stores a large amount of energy compared to the energy lost per cycle. Conversely, a low Q-factor means high damping, a broad resonance peak, and rapid energy dissipation.

It's crucial for designing resonant circuits and mechanical systems.

Can resonance occur in a damped system? If so, what is its amplitude?

Yes, resonance not only can but does occur in damped systems. In fact, damping is essential for observing a finite, stable amplitude at resonance. Without damping, the amplitude at resonance would theoretically become infinite, which is physically impossible.

In a damped system, resonance occurs when the driving frequency is close to the system's natural frequency, leading to maximum amplitude. This maximum amplitude is finite and inversely proportional to the damping coefficient.

Stronger damping leads to a lower maximum amplitude and a broader resonance peak.

Why are car shock absorbers designed for critical damping?

Car shock absorbers are designed to provide critical damping to ensure passenger comfort and vehicle stability. If they were underdamped, the car would continue to bounce up and down for several cycles after hitting a bump, leading to an uncomfortable and potentially unsafe ride.

If they were overdamped, the car would return to its equilibrium position too slowly, again affecting comfort and handling. Critical damping allows the suspension system to return to equilibrium in the shortest possible time without any oscillation, providing a smooth and controlled ride.

What is the phase relationship between the driving force and displacement at resonance?

At resonance, when the driving frequency ω\omega is equal to the natural frequency ω0\omega_0 (or the resonance frequency ωr\omega_r for damped systems), the phase difference δ\delta between the driving force and the displacement is pi/2pi/2 radians, or 90 degrees.

This means the displacement lags the driving force by a quarter of a cycle. At this specific phase relationship, the driving force is always in phase with the velocity of the oscillator, ensuring maximum energy transfer from the driver to the oscillating system, leading to the maximum amplitude.

Revise in 30 seconds

  • Free Oscillation:No damping, no external force. Oscillates at ω0\omega_0. x(t)=Acos(ω0t+ϕ)x(t) = A \cos(\omega_0 t + \phi). Energy conserved.
  • Damped Oscillation:Damping force Fd=bvF_d = -bv. Amplitude decays exponentially: A(t)=A0eγtA(t) = A_0 e^{-\gamma t}. γ=b/(2m)\gamma = b/(2m). Damped frequency ωd=ω02γ2\omega_d = \sqrt{\omega_0^2 - \gamma^2}.

- Underdamped: γ<ω0\gamma < \omega_0, oscillates with decreasing amplitude. - Critically Damped: γ=ω0\gamma = \omega_0, fastest return to equilibrium without oscillation. - Overdamped: γ>ω0\gamma > \omega_0, slow return to equilibrium without oscillation.

  • Forced Oscillation:External driving force Fext=F0cos(ωt)F_{ext} = F_0 \cos(\omega t). System oscillates at driving frequency ω\omega.
  • Resonance:Occurs when ωω0\omega \approx \omega_0. Amplitude is maximum. Resonance frequency ωr=ω022γ2\omega_r = \sqrt{\omega_0^2 - 2\gamma^2}. At resonance, phase difference δ=pi/2\delta = pi/2.
  • Quality Factor (Q):Q=ω0/(2γ)=momega0/bQ = \omega_0/(2\gamma) = momega_0/b. High Q means sharp resonance, low damping.

For Damped Forced Resonance: Free means no external push, Damped means dying out, Forced means a constant push, Resonance means the right push makes it HUGE!