Free, Forced And Damped Oscillation

Free, Forced And Damped Oscillation

Vishal kumarUpdated on 02 Jul 2025, 06:23 PM IST

Oscillations are a fundamental part of our daily lives, observable in everything from the gentle sway of a swing to the rhythmic vibrations of a guitar string. These oscillations can occur in various forms, categorized as free, forced, and damped. A free oscillation happens when an object is set into motion and allowed to oscillate without any external force acting on it, like a pendulum in a vacuum. Forced oscillations, on the other hand, occur when a continuous external force drives the motion, such as a child pushing a swing to keep it moving. Damped oscillations involve a resistive force, like friction, which gradually decreases the amplitude of the motion, similar to how a car's suspension system smooths out bumps on the road. Understanding these different types of oscillations helps us grasp how various systems, both natural and engineered, respond to forces and dissipate energy.

This Story also Contains

  1. What is Free Undamped Oscillation?
  2. What is Damped Oscillation?
  3. Solved Examples Based on Damped Harmonic Motion
  4. Example 1: The equation of a damped SHM is given by $m \frac{d^2 x}{d t^2}+b \frac{d x}{d t}+k x=0$, then the angular frequency will be
  5. Summary

What is Free Undamped Oscillation?

The oscillation of a particle with fundamental frequency under the influence of restoring force is defined as free oscillation. The amplitude, frequency, and energy of oscillation remain constant. The frequency of free oscillation is called natural frequency because it depends upon the nature and structure of the body.

What is Damped Oscillation?

The oscillation of a body whose amplitude goes on decreasing with time is defined as damped oscillation. The amplitude of these oscillations decreases exponentially (as shown in the below figure) due to damping forces like frictional force, viscous force, etc.

These damping forces are proportional to the magnitude of the velocity and their direction always opposes the motion. Due to the decrease in amplitude, the energy of the oscillator also decreases exponentially

The equation of motion of Damped oscillation is given by

$$
m \frac{d u}{d t}=-k x-b u
$$
where
$u=$ velocity
$-b u=$ damping force
$\mathrm{b}=$ damping constant
$-k x=$ restoring force
Or using $u=\frac{d x}{d t}$
where $\mathrm{x}=$ displacement of damped oscillation
we can write, The equation of motion of Damped oscillation as
$$
m \frac{d^2 x}{d t}=-k x-b \frac{d x}{d t}
$$

The solution of the above differential equation will give us the formula of x as

$$
x=A_0 e^{-\frac{b t}{2 m}} \cdot \sin \left(\omega^{\prime} t+\delta\right)
$$
where $\omega^{\prime}=$ angular frequency of the damped oscillation
and
$$
\omega^{\prime}=\sqrt{\frac{k}{m}-\left(\frac{b}{2 m}\right)^2}=\sqrt{\omega_0^2-\left(\frac{b}{2 m}\right)^2}
$$

The amplitude in damped oscillation decreases continuously with time according to
$$
A=A_0 \cdot e^{-\frac{b t}{2 m}}
$$

The energy in damped oscillation decreases continuously with time according to
$$
E=E_0 \cdot e^{-\frac{b t}{m}} \text { where } E_0=\frac{1}{2} k A_0^2
$$

Critical damping- The condition in which the damping of an oscillator causes it to return as quickly as possible to its equilibrium position without oscillating back and forth about this position.

Critical damping happens at
$$
\omega_0=\frac{b}{2 m}
$$

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Solved Examples Based on Damped Harmonic Motion

Example 1: The equation of a damped SHM is given by $m \frac{d^2 x}{d t^2}+b \frac{d x}{d t}+k x=0$, then the angular frequency will be

1) $\omega=\left[\frac{k}{m}-\frac{b^2}{4 m^2}\right]^{\frac{1}{2}}$
2) $\omega=\left[\frac{k}{m}-\frac{b}{4 m}\right]^{\frac{1}{2}}$
3) $\omega=\left[\frac{k}{m}-\frac{b^2}{4 m}\right]^{\frac{1}{2}}$
4) $\omega=\left[\frac{k}{m}-\frac{b^2}{4 m^2}\right]$

Solution:

Damped Harmonic motion

equation of motion

$$
m \frac{d u}{d t}=-k x-b u
$$
where
$-b u$ is restitute
$-k x$ is restoring force
Or using $u=\frac{d x}{d t}$
where $\mathrm{x}=\mathrm{displacement}$ of damped oscillation
we can write, The equation of motion of Damped oscillation as
$$
m \frac{d^2 x}{d t}=-k x-b \frac{d x}{d t}
$$

The solution of the above differential equation will give us the formula of $x$ as
$$
x=A_0 e^{-\frac{b t}{2 m}} \cdot \sin \left(\omega^{\prime} t+\delta\right)
$$
where $\omega^{\prime}=$ angular frequency of the damped oscillation
and
$$
\omega^{\prime}=\sqrt{\frac{k}{m}-\left(\frac{b}{2 m}\right)^2}=\sqrt{\omega_0^2-\left(\frac{b}{2 m}\right)^2}
$$

Hence, the answer is the option (1).

Example 2: A particle is executing SHM then the graph of acceleration as a function of displacement is

1) A straight line

2) A circle

3) An ellipse

4) A hyperbola

Solution:

Damped Harmonic motion

equation of motion

$$
m \frac{d u}{d t}=-K x-b u
$$
wherein
$-b u$ is restitute
$-K x$ is restoring force
Acceleration $\propto$ Displacement

Hence, the answer is the option (1).

Example 3: A thin strip 10 cm long is on a U-shaped wire of negligible resistance and it is connected to a spring of spring constant $0.5 \mathrm{Nm}^{-1}$ (see figure). The assembly is kept in a uniform magnetic field of 0.1 T. If the strip is pulled from its equilibrium position and released, the number of oscillations it performs before its amplitude decreases by a factor of e is N. If the mass of the strip is 50 grams, its resistance 10\Omega and air drag negligible, N will be close to :

1) 5000

2) 1000

3) 10000

4) 50000

Solution:

$\begin{aligned} & l=10 \mathrm{~cm} \\ & k=0.5 \mathrm{~N} / \mathrm{m} \\ & B=0.1 \mathrm{~T} \\ & -k x-i l B=\frac{m d^2 x}{d t^2} \ldots . . \\ & i=\frac{B l}{R} \frac{d x}{d t} \quad(2) \rightarrow \text { Put in }(1) \\ & -k x-\frac{B^2 l^2}{R} \frac{d x}{d t}=\frac{m d^2 x}{d t^2} \\ & \Rightarrow A=A_o e^{-k t} \\ & A=\frac{A_o}{e}=A_o e^{-k t}\end{aligned}$

$\begin{aligned} & k t=1 \\ & \Rightarrow\left(\frac{B^2 l^2}{R .2 m}\right) t=1 \\ & t=\frac{2 m R}{B^2 l^2}=\frac{2 \times 50 \times 10^{-3} \times 10}{0.1 \times 0.1 \times 10 \times 10^{-4} \times 10} \\ & t=10^4 s \\ & T_o=2 \pi \sqrt{\frac{m}{k}}=2 \pi \sqrt{\frac{50 \times 10^{-3}}{0.5}}=\frac{2 \pi}{\sqrt{10}} \\ & \text { No. of oscillations }=\frac{t}{T_o}=\frac{10^4 \times \sqrt{10}}{2 \pi} \approx 5000\end{aligned}$

Hence, the answer is the option (1).

Example 4: The amplitude in the forced oscillation can never be

1) Infinite

2) Positive

3) Both of these

4) none of these

Solution:

Amplitude in forced oscillation is given as

$$
A=\frac{\frac{F_0}{m}}{\sqrt{\left(\omega^2-\omega_0^2\right)+\left(\frac{b \omega}{m}\right)^2}}
$$

So
In the absence of damping force $\mathrm{b}=0$, the steady-state amplitude approaches infinity
$\omega \rightarrow \omega_o$ then $A \rightarrow \infty$
But In real life, the amplitude can't be infinite both because there is always some damping and because there will always be some difference, however small, between $\omega$ and $\omega_o$

Hence, the answer is the option (1).

Example 5: The angular frequency of the damped oscillator is given by, $\omega=\sqrt{\left(\frac{k}{m}-\frac{r^2}{4 m^2}\right)}$ where k is the spring constant, m is the mass of the oscillator and r is the damping constant. If the ratio $\frac{r^2}{m k}$ is 8%, the change in time period compared to the undamped oscillator is approximately as follows :

1) increases by 1%

2) increases by 8%

3) decreases by 1%

4) decreases by 8%

Solution:

$\begin{aligned} & \omega=\sqrt{\frac{k}{m}-\frac{r^2}{4 m^2}}=\sqrt{\frac{k}{m}\left(1-\frac{r^2}{4 k m}\right)} \\ & \omega=\sqrt{\frac{k}{m}}\left(1-\frac{r^2}{4 k m}\right)^{1 / 2} \\ & \omega=\omega_0\left[1-\frac{r^2}{8 k m}\right] \\ & \omega=\omega_0(1-0.01) \\ & \omega=0.99 \omega_0 \\ & T=1.01 T_0\end{aligned}$

The time period is increased by 1 %

Hence, the answer is the option (1).

Summary

Oscillations are categorized into free, forced, and damped types, each with unique characteristics. Free oscillations occur without external forces, maintaining constant amplitude and frequency, while damped oscillations experience a decrease in amplitude over time due to resistive forces like friction. Forced oscillations are driven by external forces, and in real-life scenarios, damping prevents infinite amplitude by gradually reducing the motion's energy. Understanding these principles is essential for analyzing various natural and engineered systems.

Frequently Asked Questions (FAQs)

Q: How does the principle of energy conservation apply to damped oscillations?
A:
In damped oscillations, the principle of energy conservation still applies, but it must account for the energy dissipated by damping forces. The total energy of the system (kinetic plus potential) decreases over time, with the lost energy typically converted to heat. The rate of energy loss is related to the damping coefficient and the oscillation velocity.
Q: How does the amplitude of forced oscillations at resonance depend on the damping?
A:
At resonance, the amplitude of forced oscillations is inversely proportional to the damping. With very low damping, the resonance amplitude can be extremely high. As damping increases, the resonance peak becomes lower and broader. This relationship is crucial in designing systems to either maximize or minimize resonance effects.
Q: What is the role of damping in preventing resonance disaster in structures?
A:
Damping plays a crucial role in preventing resonance disaster in structures by limiting the amplitude of oscillations near the resonant frequency. Without sufficient damping, external forces at or near the structure's natural frequency could cause dangerously large oscillations. Damping dissipates energy and reduces the peak amplitude, making structures more resistant to resonance-induced damage.
Q: How does the energy dissipation rate in damped oscillations relate to the damping coefficient?
A:
The energy dissipation rate in damped oscillations is directly proportional to the damping coefficient. A higher damping coefficient leads to faster energy dissipation, causing the amplitude of oscillations to decrease more rapidly. The rate of energy loss is also proportional to the square of the oscillation velocity.
Q: What is the significance of critical damping in oscillatory systems?
A:
Critical damping is significant because it represents the condition where a system returns to its equilibrium position in the shortest time without oscillating. It's the borderline between underdamped (oscillatory) and overdamped (non-oscillatory) behavior. Critical damping is often desirable in systems where quick stabilization without overshoot is needed, such as in some shock absorbers.
Q: What is meant by the term "transient oscillations" and how do they differ from steady-state oscillations?
A:
Transient oscillations are temporary oscillations that occur when a system is initially disturbed or when the driving force changes. They represent the system's adjustment to new conditions and typically involve a mix of the natural frequency and the driving frequency. Steady-state oscillations, in contrast, are the long-term, stable oscillations that persist after transients have died out.
Q: How does the amplitude of forced oscillations depend on the damping coefficient?
A:
The amplitude of forced oscillations generally decreases as the damping coefficient increases. However, the relationship is more complex near resonance. With very low damping, the resonance peak is very sharp and high. As damping increases, the peak becomes broader and lower, but the response at frequencies far from resonance may actually increase slightly.
Q: What is the difference between static and dynamic equilibrium in oscillatory systems?
A:
Static equilibrium refers to a state where the system is at rest with no net force acting on it. Dynamic equilibrium, in the context of oscillations, refers to the steady-state condition in forced oscillations where the system continues to move but with constant amplitude and frequency, balancing energy input and dissipation.
Q: How does the phase difference between displacement and velocity change in damped oscillations?
A:
In damped oscillations, the phase difference between displacement and velocity remains constant at 90 degrees, just as in undamped simple harmonic motion. However, both displacement and velocity decrease in amplitude over time due to the damping effect.
Q: What is meant by the "quality factor" of a resonant system, and how does it relate to damping?
A:
The quality factor, or Q-factor, of a resonant system is a dimensionless parameter that describes how underdamped an oscillator is. It's inversely proportional to the damping ratio. A high Q-factor indicates low damping and sharp resonance, while a low Q-factor suggests high damping and a broader resonance peak.