Damped Oscillation means the oscillating system experiences a damping force, causing its energy to decrease gradually. The level of damping affects the frequency and period of the oscillations, with very large damping causing the system to slowly move toward equilibrium without oscillating.
In this article, we will look into damped oscillation, damped oscillator, damping force, general equation derivation, application and type of damped oscillation, etc.
Damped oscillation refers to the condition in which the amplitude of an oscillating system gradually decreases over time due to the dissipation of energy by non-conservative forces, such as friction or air resistance. This phenomenon is observed in various systems, such as mass oscillating on a spring or shock absorbers in a car. Damped oscillations are classified as underdamped, critically damped, and overdamped based on the damping constant. The damping force causes the amplitude of the oscillations to decrease gradually, leading to a loss of energy from the system.
Damped oscillation refers to an oscillatory motion in which the amplitude of the oscillation gradually decreases over time. This decrease in amplitude is due to the dissipation of energy from the system, often due to friction or other resistive forces.
A simple harmonic oscillator whose amplitude of vibrations always reduces with time and, finally, the system comes to rest due to the unavoidable presence of damping force is called a Damped oscillator.
Damping force is the external force present in the surroundings, which acts against the oscillatory motion of the system. The magnitude of the damping force determines the way in which the motion proceeds. The damping force is always directly proportional to the velocity of the oscillatory system.
The equation of motion for a damped harmonic oscillation is a second-order ordinary differential equation. It can be expressed as:
md²x/dt² + 2μ.dx/dt + ω02x(t) =0
Where:
Consider a body of mass' m' is set to the oscillatory motion in air with velocity v.
Let 'k" be the restoring force constant of the system.
For ideal SHM (neglecting any opposition/ damping), the differential equation of motion is written using Newton's 2nd law
m.a = Ftotal
m.d²x/dt² = -kx……(1)
In real situation, there is always some resistance offered to moving body such that. The damping force is directly proportional to the velocity of the oscillatory body.
Damping force = -bv ……………..(2)
Where b = damping constant
Considering damping force in the equation 1, we get
m.d²x/dt² = -kx - bv…..(3)
Using equation 3 and rearranging, we get
Dividing both sides with 'm' and rearranging, we get
d²x/dt² = -kx/m - bv/m
d²x/dt² = -(k/m)x - (b/m)v
d²x/dt² = -(k/m)x - (b/m)dx/dt
d²x/dt² +(k/m)x +(b/m)dx/dt=0……(4)
Let √(k/m) = ω0
And b/m = 2μ
d²x/dt² + ω02x + 2μ.dx/dt=0….(5)
ω0: natural frequency (angular) of the system.
μ: damping factor (damping force per unit mass at any instant when vibrating body moving with unit velocity)
Equation 5 is called the differential equation of motion for a damped oscillatory system, which describes the motion of any damped oscillatory motion.
Using differential operator D = d/dt, equation 5 is reduced to the following.
D²x + ω0x + 2μxD = 0
(D²+ ω0 + 2μD)x = 0…..(6)
Here, x represents displacement at any instant of time; hence
x ≠ 0
(D²+ ω02+2μD) = 0…...(7)
Solving equation 7 as a quadratic equation, we get
D= {-2μ±√[(2μ)²- 4ω0²]}/2
D= -μ±√μ²- ω0²…..(8)
As shown in equation 8, D has two possible values of the square root
α = -μ+√μ²-ω0² and β = -μ-√μ²-ω0²
D = d/dt
Dx = dx/dt
⇒ dx/dt = αx….(8a) and dx/dt = βx….(8b)
Consider equation 8a; rearranging and integrating, we get
∫dx/dt = αx and ∫dx/dt = βx
∫dx/x = ∫ αdt = Aeαt….(9a)
∫dx/x = ∫βdt = Beβt….(9b)
Equation 9a and 9b are both possible solutions of the differential equation (equation 5); hence, the general solution is given as
x(t) = Aeαt +Beβt
x(t)={Ae[-μ+√µ²-ω0²]t + Be[-μ-√µ²-ω0²]t]
x(t)=e-μt{Ae[√µ²-ω0²]t + Be[-√µ²-ω0²]t]...(10)
Equation 10 is the general solution of the differential equation of motion (equation 5) for the damped oscillator.
It helps us to determine the displacement' x' of the oscillatory system at any instant in time. In this equation, A and B are the constants that depend on the oscillatory system. The term e-μt represents the exponential decay of the displacement (amplitude) with respect to time.
The general equation of differential equation can be represented as follows:
x(t) = e-μt{Ae[√µ²-ω0²]t+ Be[-√µ²-ω0²]t]
The equation gives the formula for the damped oscillation of a harmonic oscillator:
x(t) = x0e - μω0t cos(ωdt+ϕ)
Where,
In a damped harmonic oscillator, three cases are distinguished based on the damping level:
A damped oscillation of a system with one degree of freedom refers to the behavior of a simple system with one moving part subject to a linear viscous damping force. The system is assumed to have a small velocity, and the damping force is proportional to the velocity. The system's motion can be described by a differential equation known as the damped harmonic oscillator equation, which can be solved to find the displacement and velocity of the system as a function of time.
d²x/dt² = -(k/m)x - (b/m)dx/dt
This equation is for small displacements and velocities. The equation can be rewritten to:
md²x/dt² +ω02x(t) +2μ.dx/dt=0
The system's behavior depends on the character of the roots of the equation, which may be real or complex. The damping present in the system can be characterized by the quantity gamma, which has the dimension of frequency, and the constant ω0 represents the natural angular frequency of the system in the absence of damping. The system's behavior can be heavily, weakly, or critically damped, depending on gamma values and ω0.
Damped oscillators are classified into three main types based on the damping ratio: overdamped, critically damped, and underdamped.
In this type, the system returns to equilibrium without oscillating. The motion decays more slowly toward equilibrium than in a critically damped system.
The oscillatory system, where the damping force experienced by the system from the surroundings is larger than the restoring force of the system such that (µ > ω0) is called Overdamped oscillation.
The equation of displacement for overdamped oscillation is
x(t) = e-μt{Ae[√µ²-ω0²]t + Be-[√µ²-ω0²]t]
Overdamped motion is non-oscillatory. In this case, the amplitude decreases exponentially, reaching equilibrium very slowly. (In an ideal case, it takes infinite time to reach equilibrium.)
Here, the system returns to equilibrium as quickly as possible without oscillating. Shock absorbers often exemplify this type in cars, where oscillations decay rapidly. The oscillatory system, where the damping force experienced by the system from the surroundings is well balanced by the restoring force of the system such that (µ² = ω0) is called a critically damped oscillation.
The time rate equation of displacement for critically damped oscillation is
X(t)= e-μt ( A + Bt)
Critically damped motion is non-oscillatory. In this case, the amplitude decreases exponentially, reaching equilibrium much faster than over-damped conditions.
This type oscillates at a frequency slightly different than the undamped case and gradually returns to equilibrium. An example is a weight on a spring with some damping, where the motion slowly comes to rest. The oscillatory system, where the damping force experienced by the system from surrounding is less than the restoring force of the system such that (µ << ω0) is called an underdamped damped oscillation.
The time rate equation of displacement for underdamped oscillation is
x(t) = (e-μt).sin(qt+θ)
Where q = √(ω0²-μ²)
Underdamped damped motion is an oscillatory motion whose amplitude declines with time and reaches equilibrium. The decay of amplitude with each oscillation is governed by e-μt.
These classifications are based on the system's behavior due to the presence of damping forces, and they have implications in various fields such as mechanics, electronics, and physics.
The effect of damping on oscillations can be summarized as follows:
Reduction of Amplitude
Change in Frequency
Damping Ratio
Relaxation time
The time required to reduce the amplitude to(1/e) of its original value is called relaxation time. It is given as:
τ = 1/μ
Proof of Relaxation Time
We know that
a(t)= a0e-μt
Therefore t = τ = a(τ) = a0/eμt = a0e-μt as 1/e = e-μt
Hence, τ = 1/μ = 2m/b as (μ=b/2m)
Where,
- T is a relaxation time
- μ is a damping coefficient
- m is a mass, and b is a damping constant
Logarithmic decrements
Natural Logarithmic ratio of the two consecutive peaks of any underdamped system. It is the measure of the rate at which the amplitude of the underdamped system is declining.
Let an and an+1 be two successive maximums corresponding to displacement an and an+1 and separated by time period
T = (2π/α) Such that, an= a0e-μt and an+1= a0e-μ(t+T)
Let an/an+1 = a0e-μt/a0e-μ(t+T) = 1/e-μT = eμT
Therefore ln(an/an+1)= μT =∆ (Log decrement)
Examples of damped oscillation include:
The reduction of the amplitude of the damped oscillator system indicated a continuous decrease in the system's energy.
The total energy of the system any time 't' is given as
E(t)= K.E + P.E
E(t)=½mv²+ ½kx²
E(t)=½mv²+ ½kx²
Let us consider an underdamped system. Therefore, the displacement of an oscillatory system w.r.t time is given as
X(t)=e-μtsin(qt+θ)
Therefore, dx/dt =d/dt {e-μtsin(qt+θ)}
dx/dt=a0(e-μtqcos(qt+θ)- μe-μtsin(qt+θ))
dx/dt=a0e-μtq(cos(qt+θ) - μ/qsin(qt+θ))....(3)
For underdamping oscillations
(µ<<ω0) and q=√ω0²- μ² = μ<<q = μ/q<<1 = μ/qsin(qt+θ)<<<1
Therefore, equation (3) become
dx/dt=a0e-μtq(cos(qt+θ)....(4)
Using (1).(2)and(4) we have
K.E=½m(dx/dt)²= ½m[a0e-μt.q(cos(qt+θ)]²…..(5)
P.E = ½kx²= ½k[a0e-μt.sin(qt+θ)]²……(6)
Substituting equations (5)and (6) in (1), we get,
E(t) = ½m[a0e-μtq(cos(qt+θ)]² + ½k[a0e-μtsin(qt+θ)]²
E(t) = ½a0²e-2μt(mq²cos²(qt+θ)+k.sin²(qt+θ))
E(t) = ½a0²(e-2μt)m(q²cos²(qt+θ)+k/m.sin²(qt+θ))....(7)
We know that q=√ω0²-μ²=q²=ω0²-μ²
If ω0²>>μ²=q²≈ω0²=k/m
Using this value in equation (7), we get
E(t) = ½a0²(e-2μt).m(k/m.cos²(qt+θ)+k/m.sin²(qt+θ)).
E(t) = ½a0²(e-2μt).k(cos²(qt+θ)+sin²(qt+θ)).
E(t) = ½a0²(e-2μt).k. (at t=0,E(0)=½a0²k=E0)
E(t) = E0(e^-2μt).........(9)
Equation 9 represents the energy of the damping oscillator system at any time t.
As the system continuously works against the damping force, the energy of the damped oscillator system also decreases with time.
The damped oscillation has various practical applications in different fields. Some of the common applications include:
1. What is damped oscillation and how does it differ from simple harmonic motion? | ![]() |
2. What is the differential equation that represents damped oscillation? | ![]() |
3. What are the different types of damped oscillators? | ![]() |
4. How does damping affect the energy of an oscillator? | ![]() |
5. Can you provide an example of damped oscillation in real life? | ![]() |