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A viscously damped oscillator

Enrichment article

Read the related lesson → · Full original reading →

Keep the viscous-force units, underdamped restriction, displacement and envelope distinction, and phase conventions. The worked derivation is read as Steps 1–2, continuation, then final result; whole source blocks and equations are retained. Its widgets provide figures and callouts, rather than a solved simulation.

The preceding section used ideal conservative oscillators. Real oscillators also experience dissipative forces, which remove mechanical energy and reduce the amplitude. This section models linear viscous damping.

Dampened Harmonics

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Figure 10.3.1 Ball String Harmonics...Dampening?

Figure 10.3.1 Ball String Harmonics...Dampening?
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Drag Force

This is an external force that will slow down the ball.

For the ideal pendulum, gravity and tension act while air drag and pivot friction are neglected. Small-angle motion is then approximately harmonic and its amplitude is constant.

In reality though, the ball is subjected to an external force when suspended in the air called drag force. Remember that drag force we can think of as air resistance that an object feels. This drag force is the reason that the ball slows down and eventually stops.

A force that dissipates mechanical energy damps an oscillator. In the linear viscous model the resistive force is proportional to velocity and opposite its direction: F_d=−bẏ. The coefficient b has units kg/s.

For the illustrated spring and immersed plate, approximate the water’s resistive force as F_d=−bẏ. Measure displacement from static equilibrium and use the total moving mass m. Then mÿ+bẏ+ky=0. For b<2√(mk), the motion is underdamped and its amplitude envelope decays exponentially.

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Figure 10.3.2 Classic Dampened Harmonics

Figure 10.3.2 Classic Dampened Harmonics
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Damping Force?

The water’s resistive force opposes velocity and removes mechanical energy. In the constant-coefficient underdamped model, the amplitude decreases while the damped frequency stays constant. Increasing b between systems can lower that frequency.

The movement will slow down...eventually

Water resistance reduces the oscillation amplitude. In the linear viscous model the displacement and speed approach zero asymptotically; practical rest is defined by a sufficiently small motion threshold.

The equation that we will be using is:

y(t)=A₀ exp[−bt/(2m)]cos(ω_d t−α) (Equation 10.3.1), for the underdamped linear viscous model.

Here y(t) is displacement from equilibrium, A₀ is the envelope coefficient at t=0, b is the damping coefficient in kg/s, ω_d is the damped angular frequency in rad/s, m is the moving mass and α is a phase in radians. In general y(0)=A₀cosα, not A₀.

The angular frequency is equal to:

ω_d=√[k/m−b²/(4m²)] (Equation 10.3.2), when b²<4mk.

The undamped natural frequency is ω₀=√(k/m). Linear damping gives ω_d²=ω₀²−[b/(2m)]². If b=0 the model reduces to SHM. At b=2√(mk) it is critically damped, and for larger b it is overdamped; these two cases do not have an oscillation period.

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Figure 10.3.3 Graphed Example of Dampened Harmonics

Figure 10.3.3 Graphed Example of Dampened Harmonics
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What are these purple lines?

The dashed curves are the envelopes ±A₀e^(−bt/(2m)). They show how the range of the displacement shrinks with time; the oscillatory curve also crosses zero many times before its envelope becomes small.

Approaches Zero

The envelope approaches zero with time. A flat appearance on the graph means motion is too small to see at that scale, not necessarily that the ideal model has reached permanent rest.

A lot to handle... I know, but hopefully the graphs that follow will give you a better understanding.

The exponential curves bound the oscillatory displacement. Their values approach zero as time grows; they do not reach zero at a finite time in this ideal viscous model. Real instruments may report rest once motion is below a detection threshold.

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Figure 10.3.4 A More Dramatic Example of Dampened Harmonics

Figure 10.3.4 A More Dramatic Example of Dampened Harmonics
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Still Hits Zero

A higher damped frequency means more oscillations per unit time. The exponential envelope still approaches zero asymptotically when b>0; individual zero crossings do not mean the system has stopped.

Higher Frequency

Notice how the peaks are closer together and the wave looks scrunched up. This means that there is a higher frequency so the oscillations occur more quickly.

The image below is another example of how dampening effects can be much more crazy looking. In this case, the angular frequency is very high, which is why the distances between each crest is shorter than from the first image.

Example Problem 10.3.1

Lets use the ball and spring to model our example question. If the ball has a mass of 100g, the spring a k value of 50N/m and b value of 0.08kg/s what is the period of the motion of our ball and how long does it take for the amplitude to drop to a quarter of it’s initial value?

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Example Problem 10.3.1

A 100 g mass hangs from a spring with k = 50 N/m and carries a plate immersed in water with damping coefficient b = 0.08 kg/s. In this downward-moving snapshot, the damping force points upward.

The diagram uses the same k = 50 N/m, m = 0.100 kg and b = 0.08 kg/s as the worked example. The original conflicting 90 N/m label has been replaced. This is an apparatus sketch with a damping-force highlight, not a complete FBD. Damped-oscillation model.

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Springiness

Without dissipation, an ideal linear spring oscillates with SHM about its equilibrium. The spring force and any constant gravitational force still act. Here water resistance introduces damping.

Damping Force

In the linear viscous approximation, F_d = −bv. In the pictured downward-moving snapshot, the red arrow points upward. Damping opposes the instantaneous velocity; the force reverses when the velocity does.

Step 1: Make the problem Easier

Compare quantities with matching dimensions: the decay rate is β=b/(2m)=0.400 s⁻¹, while ω₀=√(k/m)=√500=22.3607 rad/s. Their dimensionless ratio is β/ω₀≈0.0179, so the frequency correction is small. Damping still controls the amplitude decay.

Step 2: Solve for the period of the motion

Use the damped period T_d=2π/ω_d. For weak damping it is close to the undamped mass–spring period T₀=2π√(m/k).

T_d=2π/√[k/m−(b/(2m))²].

Plug in our known values to get:

T_d=2π/√[(50 N/m)/(0.100 kg)−((0.080 kg/s)/(2×0.100 kg))²].

T_d=0.281038 s≈0.28 s; T₀=0.280993 s, so the rounded result is unchanged.

Step 3: Find the amplitude of the original function

Now this seems like it’s hard because we don’t have an original displacement function representing the oscillation nor do we have a graph to interpret.

But this is a lot easier than you think. Remember our equation for dampened harmonics:

y(t)=A₀e^(−bt/(2m))cos(ω_d t−α).

The amplitude envelope, distinct from the instantaneous displacement, is A(t)=A₀e^(−bt/(2m)).

The independent variable is time. The displacement is:

y(t)=A₀e^(−bt/(2m))cos(ω_d t−α).

Notice then if you were to replace t with a value of zero. This would then reduce to:

At t=0, the exponential factor is 1, so y(0)=A₀cosα.

A(0)=A₀, whereas y(0)=A₀cosα.

A₀ is the largest envelope value for t≥0. The instantaneous displacement need not attain that value when its phase is arbitrary.

Step 4: Find the value of t such that the amplitude is 1/4 of original amplitude

Now that we know our max amplitude, and since we know that the amplitude at any time, t can be represented by the first part of our

equation:

A(t)=A₀e^(−bt/(2m)).

we can solve for the time that is takes for the amplitude to be reduced to a quarter of the initial value by setting up the following expression:

A₀e^(−bt/(2m))=A₀/4. Cancel A₀ and take natural logarithms.

ln(e-bt/2m)=ln14-bt/2m=ln14

which simplifies even further to:

t=-2m⋅ln(14)b

Step 5: Plug in the values

We have all the values from our given problem statement so plug them all in

t=-2(0.1kg)⋅ln(14)(0.08kg/s)

t=3.47s

Source and curriculum context

Adapted from Physics I by Jake Yap and Laurence Vincent.

Glossary and deeper reading · 14 refreshers

These editorial refreshers supplement the reading. Definitions and examples are added guidance; original source wording and recorded answers remain in their original context.

  • Mechanical energy

    Mechanical energy is the sum of the kinetic and potential energies included in a model. It stays constant when transfers to or from other energy stores and across the chosen boundary are absent. For example, a pendulum’s mechanical energy can remain approximately constant while energy shifts between motion and gravitational configuration.

    Read more: Mechanical energy in detail →

  • Amplitude

    Amplitude is the maximum magnitude of a repeating disturbance measured from its equilibrium value. It describes the size of the oscillation rather than its frequency or propagation speed. For example, pulling a spring-mounted mass farther from equilibrium increases its oscillation amplitude when it is released from rest.

  • Pendulum

    A pendulum is a system that swings about a support under a restoring torque. A simple pendulum approximates a small mass on a light string and follows simple harmonic motion only for sufficiently small angles. For example, a short string pendulum completes small swings more quickly than a longer one under the same gravitational field.

    Read more: Pendulum in detail →

  • Gravity

    Gravity is the attractive interaction between masses in the Newtonian model. For spherical bodies or point-mass approximations, its strength decreases with the square of the separation between their centers. For example, Earth’s gravity provides the inward force that keeps a satellite in orbit.

    Read more: Gravity in detail →

  • External force

    An external force is exerted on part of a chosen system by something outside that system. The sum of external forces determines the rate of change of the system’s total momentum. For example, Earth’s gravitational force is external to a system consisting only of a falling ball.

    Read more: External force in detail →

  • Drag

    Drag is a force from a fluid that opposes an object’s motion relative to that fluid. Its dependence on speed, shape, and fluid properties varies with the physical regime. For example, a parachute increases air drag by presenting a large area to the moving air.

  • Viscosity

    Viscosity measures a fluid’s resistance to relative motion between neighboring layers. Viscous effects can dissipate mechanical energy and alter the velocity profile of flowing fluid. For example, honey flows more reluctantly than water under comparable conditions because it is more viscous.

    Read more: Viscosity in detail →

  • Velocity

    Velocity describes how position changes with time and includes direction. Instantaneous velocity describes one moment, while average velocity is displacement divided by elapsed time. For example, a car turning a corner can change velocity while maintaining the same speed.

    Read more: Velocity in detail →

  • Force

    A force describes an interaction that can change an object’s momentum. It is a vector measured in newtons, so both size and direction matter when forces are added. For example, a rope can pull a cart while the floor exerts friction in another direction.

    Read more: Force in detail →

  • Displacement

    Displacement is the vector change in position from the start of an interval to its end. It depends on those endpoints rather than the length or shape of the path traveled. For example, walking around a closed track and returning to the start gives zero displacement but a nonzero distance traveled.

    Read more: Displacement in detail →

  • Damping

    Damping is a process that transfers energy out of an oscillation and reduces its amplitude over time. The motion can remain oscillatory or approach equilibrium without oscillating, depending on the damping strength. For example, an oscillator moving through a viscous liquid loses mechanical energy to the liquid.

  • Angular frequency

    Angular frequency measures how rapidly the phase of a sinusoidal oscillation advances. It equals two pi times the ordinary frequency and is measured in radians per second. For example, two oscillators at the same ordinary frequency also have the same angular frequency even if their amplitudes differ.

    Read more: Angular frequency in detail →

  • Frequency

    Frequency is the number of complete repeating cycles per unit time. It is measured in hertz, meaning cycles per second, and is the reciprocal of the period. For example, a vibrating string with a higher frequency produces more cycles each second.

    Read more: Frequency in detail →

  • Simple harmonic motion

    Simple harmonic motion occurs when the net restoring force is proportional to displacement from equilibrium and points in the opposite direction. The resulting position varies sinusoidally with time in the ideal model. For example, a mass attached to an ideal spring can execute simple harmonic motion when damping is negligible.

    Read more: Simple harmonic motion in detail →

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