In this chapter
NotesShala Class 11 · Physics
Chapter13

Oscillations

Periodic Motion and SHM · Characteristics of SHM · Energy in SHM, Spring and Pendulum

Reading key Definition Note Remember Derivation Strategy Formulas sit on graph paper · coloured words are the key terms
01
Part 1

Periodic Motion and SHM

An object is in motion when its position changes with time, as seen from a reference point. We can sort motions into types by the path they follow and by some other properties.

1.1Periodic and Oscillatory Motion

Three types of motion
iNon-repetitive

The motion does not repeat.

e.g. Rectilinear motion, projectile motion.

iiPeriodic

The motion repeats after equal times.

e.g. Circular or orbital motion, a bouncing ball.

iiiOscillatory

The body moves to and fro about a point.

e.g. The motion of a pendulum.

Definition
Periodic Motion

Periodic motion is a motion that repeats itself after equal intervals of time.

e.g. The planets revolve around the Sun. The Earth rotates about its polar axis.

Definition
Oscillatory Motion

Oscillatory motion is the to-and-fro (back and forth) motion of a body about a fixed point, repeated at regular intervals of time.

This fixed point is called the mean position, the equilibrium position or the centre of oscillation.

e.g. A simple pendulum swings to and fro about its mean position.

Oscillations Around Us
  • The strings of a sitar or a guitar vibrate.
  • Air molecules vibrate and carry sound from place to place.
  • Atoms in a solid vibrate about their equilibrium positions.
  • An AC voltage keeps going positive and negative about its mean value.
Sun Planet Periodic, not oscillatory to and fro O (mean position) Oscillatory
A planet repeats its path, so its motion is periodic. A ball in a bowl moves to and fro about O, so its motion is oscillatory
Remember
Periodic vs Oscillatory Motion
  • Every oscillatory motion is periodic. But a periodic motion need not be oscillatory.
  • e.g. A planet moving around the Sun is in periodic motion. It is not oscillatory, because it does not move to and fro.
Note
Equilibrium Position

An oscillating body has an equilibrium position on its path. At this position, no net force acts on the body. So a body placed there at rest stays there for ever.

Definition
Restoring Force

The force that tries to bring a displaced body back to its equilibrium position is called the restoring force.

Give the body a small displacement from its mean position. The restoring force pulls it back. This happens again and again, and the body oscillates.

e.g. A ball rests at the bottom of a bowl in equilibrium. Push it a little to one side. It starts oscillating inside the bowl.

1.2Period and Frequency

Period
Definition

The period (time period) is the smallest time interval after which a periodic motion repeats itself. It is written as TT. Its SI unit is the second (s).

Periods can be very short or very long. So a suitable unit is chosen in each case:

(i) Period of vibration of a quartz crystal, in microseconds (1 μs=10−6 s1\ \mu\text{s} = 10^{-6}\ \text{s})μs
(ii) The planet Mercury goes once round the Sun in88 Earth days
(iii) Halley's comet takes 76 years for one trip round the Sun, so we see itevery 76 years
Frequency
Definition

The frequency of an oscillating body is the number of oscillations it completes about its mean position in unit time. It is written as ν\nu.

Its SI unit is the hertz (Hz). The unit is named after Heinrich Rudolph Hertz (1857–1894), who discovered radio waves.

Frequency is also the reciprocal of the time period:

Frequency ν=1T\nu = \dfrac{1}{T}

where, TT = time period

1 hertz=1 Hz=1 oscillation per second=1 s−11\ \text{hertz} = 1\ \text{Hz} = 1\ \text{oscillation per second} = 1\ \text{s}^{-1}
Definition
Vibrational Motion

An oscillatory motion of very high frequency is called vibrational motion.

1.3Displacement

Displacement always means a change in position of a particle. Only the reference point is different in oscillations.

iIn General

Displacement is the change in position of a particle measured from the origin.

iiIn Oscillations

Displacement is the change in position measured from the mean position (equilibrium position). This point is also called the reference position.

1.4Displacement Variable

The quantity that measures the displacement during an oscillation is called the displacement variable. It changes with time. It takes both positive (+) and negative (−) values.

Two examples
iBlock on a Spring

A block is fixed to one end of a spring. The other end of the spring is fixed to a rigid wall. The displacement variable xx is the distance of the block from its mean position at any time. It is a linear deviation.

mean position m x
xx = linear deviation of the block from its mean position
iiSimple Pendulum

For a simple pendulum, the displacement variable is the angle θ\theta that the string makes with the vertical at any time. It is an angular deviation.

θ
θ\theta = angular deviation of the pendulum from the vertical

1.5Periodic Function

Definition

We can write the displacement as a mathematical function of time. A function of time that repeats its value after a regular interval (its period) is called a periodic function.

The simplest periodic function is:

f(t)=Acos⁡ωt…(i)f(t) = A\cos\omega t \qquad \ldots\text{(i)}

Its period is T=2π/ωT = 2\pi/\omega. The reason is simple. Adding 2π2\pi to the angle ωt\omega t does not change the cosine. So the function takes the same value again after a time TT:

Periodic Function f(t)=f(t+T),T=2πωf(t) = f(t+T), \qquad T = \dfrac{2\pi}{\omega}

In the same way, the sine function f(t)=Asin⁡ωtf(t) = A\sin\omega t is periodic. A linear combination of sine and cosine functions is also periodic, with the same period TT:

f(t)=Asin⁡ωt+Bcos⁡ωt…(ii)f(t) = A\sin\omega t + B\cos\omega t \qquad \ldots\text{(ii)}

Now put:

Coefficient of sin⁡ωt\sin\omega tA=Dcos⁡ϕA = D\cos\phi
Coefficient of cos⁡ωt\cos\omega tB=Dsin⁡ϕB = D\sin\phi

Then Eq. (ii) takes a simpler form:

Combined Periodic Function f(t)=Dsin⁡(ωt+ϕ)f(t) = D\sin(\omega t + \phi)

where, D=A2+B2D = \sqrt{A^2 + B^2}  and  ϕ=tan⁡−1 ⁣(BA)\phi = \tan^{-1}\!\left(\dfrac{B}{A}\right)

Good to know
Fourier's Result

The French mathematician Jean Baptiste Joseph Fourier (1768–1830) gave an important result. Any periodic function can be written as a superposition of sine and cosine functions. These functions have different time periods and suitable coefficients.

1.6Simple Harmonic Motion

Definition

Simple harmonic motion (SHM) is a special type of periodic motion. In it, a particle moves to and fro about a mean position under a restoring force. This force is directly proportional to the displacement and always acts towards the mean position.

The Restoring Force in SHM
iDirection

It always acts towards the mean position.

iiMagnitude

At every instant, its size is directly proportional to how far the particle is from the mean position.

KeyBecause of such a restoring force, the displacement in SHM always changes with time as a sine or cosine, that is, as a sinusoidal function.

1.7Equation of SHM

A particle moves back and forth along the xx-axis about the origin O. It stays between the limits +A+A and −A-A.

This motion is SHM if the displacement xx of the particle from the origin changes with time as given below.

−A O +A origin = mean position
A particle in SHM between −A-A and +A+A
Displacement in SHM x(t)=Acos⁡(ωt+ϕ)x(t) = A\cos(\omega t + \phi)

where, AA, ω\omega and ϕ\phi are constants

With ϕ=0\phi = 0: at t=0t = 0, the particle is atx=+Ax = +A
At t=Tt = T, it comes back to the same pointx=+Ax = +A

Let the particle be at point P at an instant tt. Take O as the mean position.

Then OP=xOP = x tells how far the particle is from the mean position. It is the displacement of the particle.

−A O +A P x
Displacement OP=xOP = x from O

At that instant, a restoring force FF acts on the particle:

Force Law for SHM F=−kxF = -kx

where, kk = force constant. Its SI unit is N m−1\text{N m}^{-1} (N/m).

Note
Why the Minus Sign?

The minus sign shows that FF always points towards the mean position. So FF and xx are always in opposite directions. The relation F=−kxF = -kx is called the force law for SHM.

1.8Position of the Particle at Different Times

The figure shows where a particle in SHM is at different times. It starts at +A+A at t=0t = 0. Each step is a time interval of T4\dfrac{T}{4}.

−A O +A t = 0 v = 0 t = T/4 v = vmax t = T/2 v = 0 t = 3T/4 v = vmax t = T v = 0 t = 5T/4 v = vmax
Positions at t=0, T4, T2, 3T4, T, 5T4t = 0,\ \tfrac{T}{4},\ \tfrac{T}{2},\ \tfrac{3T}{4},\ T,\ \tfrac{5T}{4}. The speed is zero at ±A\pm A and maximum at O
Observations
1Repetition

The motion repeats itself after a time TT.

2Fixed Period

TT stays fixed. It does not change if the starting position (at t=0t = 0) is changed.

1.9SHM and Uniform Circular Motion

This gives a geometrical picture of SHM.

A particle P starts from point X. It moves with uniform speed along a circle of radius AA and centre O.

Draw a perpendicular from P to the diameter XOX′. Its foot is the point P′.

ωt + φ A P P′ M O X X′ Y Y′
Circle of reference: P′ is the foot of the perpendicular from P on XOX′XOX'
Circle of Reference

The circle on which P moves is called the circle of reference.

Reference Particle

The particle P is called the reference particle.

Projection

P′ is called the projection of P on the diameter XOX′.

As P goes round the circle, its projection P′ moves along the diameter as follows:

P moves along the circleP′ moves along the diameter
X→YX \rightarrow YX→OX \rightarrow O
Y→X′Y \rightarrow X'O→X′O \rightarrow X'
X′→Y′X' \rightarrow Y'X′→OX' \rightarrow O
Y′→XY' \rightarrow XO→XO \rightarrow X
Result

P goes round the circle. At the same time, P′ moves to and fro about O along XOX′. So the motion of P′ about O is simple harmonic.

Definition
Geometrical Definition of SHM

The projection of a uniform circular motion on any diameter of its circle is a simple harmonic motion.

Note

The projection of the reference particle on any other diameter of the circle of reference also moves in SHM.

02
Part 2

Characteristics of SHM

A few key quantities describe every simple harmonic motion: displacement, amplitude, phase, angular frequency, velocity and acceleration.

2.1Displacement in SHM

Definition

The displacement of a particle in SHM at any instant is its distance from the mean position at that instant.

The displacement changes continuously with time. So we can draw it as a graph.

The graph swings between +A+A and −A-A about O.

Displacement x(t)=Acos⁡(ωt+ϕ)x(t) = A\cos(\omega t + \phi)
x t O +A −A T 2T
Displacement as a continuous function of time
Definition
Sinusoidal Function

A function that contains a sine or a cosine term is called a sinusoidal function.

2.2Amplitude

Definition

The amplitude of a particle in SHM is the magnitude of its maximum displacement from the mean position. It is measured on either side of the mean position.

Two SHMs can have the same angular frequency ω\omega and the same phase constant ϕ\phi. But their amplitudes AA and BB can be different.

Sameω, ϕ\omega,\ \phi
Differentamplitudes A, BA,\ B
x t O B A −A −B 2 1
Same ω\omega and ϕ\phi, different amplitudes AA and BB
sin or cos goes from +1 to −1⇒xx goes from +A+A to −A-A

2.3Phase

Definition

The phase of an SHM is the quantity (ωt+ϕ)(\omega t + \phi) inside its sinusoidal function. For a fixed amplitude AA, the phase decides the state of motion, that is, the position and the velocity of the particle at time tt.

At t=0t = 0⇒phase =ϕ= \phi⇒ϕ\phi is the phase constant (phase angle)

Two SHMs can have the same amplitude AA and the same angular frequency ω\omega. But their phase constants ϕ\phi can be different.

In the graph, curve 1 has ϕ=π2\phi = \dfrac{\pi}{2}. Curve 2 has ϕ=−π4\phi = -\dfrac{\pi}{4}. Both curves have amplitude AA.

x t O A −A 2 1 1: φ = π/2 2: φ = −π/4
Same AA and ω\omega, different phase constants

2.4Angular Frequency

Definition

The angular frequency of a periodic motion is 2π2\pi times its frequency. It is written as ω\omega. Its SI unit is the radian per second (rad s−1\text{rad s}^{-1}).

T=2πω  ⇒  ω=2πT=2πν,where ν=frequency of the particleT = \dfrac{2\pi}{\omega} \;\Rightarrow\; \omega = \dfrac{2\pi}{T} = 2\pi\nu, \quad \text{where } \nu = \text{frequency of the particle}
Derivation
Why is ω=2π/T\omega = 2\pi/T?

The motion repeats after one period TT. So the displacement must come back to its first value after TT, that is, x(t)=x(t+T)x(t) = x(t+T) for every tt. Take x(t)=Acos⁡ωtx(t) = A\cos\omega t:

  1. Acos⁡ωt=Acos⁡ω(t+T)A\cos\omega t = A\cos\omega(t+T)
  2. The cosine first repeats when its angle grows by 2π2\pi. So:

    ω(t+T)=ωt+2π\omega(t+T) = \omega t + 2\pi
  3. ωT=2π  ⇒  ω=2πT\omega T = 2\pi \;\Rightarrow\; \omega = \dfrac{2\pi}{T}
Angular Frequency ω=2πT=2πν\omega = \dfrac{2\pi}{T} = 2\pi\nu

ω\omega is 2π2\pi times the frequency of oscillation, ν=1T\nu = \dfrac{1}{T}

Two SHMs can have the same amplitude AA and the same phase constant ϕ\phi. But their angular frequencies ω\omega can be different.

In the graph, curve (b) has half the period of curve (a). So it has twice the frequency of curve (a).

x t O A −A T/2 T (a) (b)
Same AA and ϕ\phi: curve (b) has half the period of curve (a)

2.5Velocity in SHM

Definition

The velocity of a particle in SHM at any instant is the rate of change of its displacement with time at that instant.

Velocity in Terms of Displacement v=ωA2−x2v = \omega\sqrt{A^2 - x^2}

This gives the magnitude of the velocity (the speed) at displacement xx.

At the Mean Position (x=0x = 0)
v=ωAv = \omega A

The velocity is maximum.

At an Extreme Position (x=±Ax = \pm A)
v=0v = 0

The velocity is minimum (zero).

We can also find the velocity by differentiating x(t)x(t):

v(t)=ddt[x(t)]=ddt[Acos⁡(ωt+ϕ)]v(t) = \dfrac{d}{dt}[x(t)] = \dfrac{d}{dt}[A\cos(\omega t + \phi)]
Velocity as a Function of Time v(t)=−ωAsin⁡(ωt+ϕ)v(t) = -\omega A\sin(\omega t + \phi)

2.6Acceleration in SHM

Definition

The acceleration of a particle in SHM at any instant is the rate of change of its velocity with time at that instant.

Acceleration in Terms of Displacement a=−ω2xa = -\omega^2 x
At the Mean Position (x=0x = 0)
a=0a = 0

The acceleration is minimum (zero).

At an Extreme Position (x=±Ax = \pm A)
a=∓ ω2Aa = \mp\,\omega^2 A

The acceleration is maximum in size.

Remember
Velocity and Acceleration Behave Oppositely
  • At the mean position: velocity is maximum, acceleration is zero.
  • At an extreme position: velocity is zero, acceleration is maximum.

We can also find the acceleration by differentiating v(t)v(t):

a(t)=ddt[v(t)]=ddt[−ωAsin⁡(ωt+ϕ)]a(t) = \dfrac{d}{dt}[v(t)] = \dfrac{d}{dt}[-\omega A\sin(\omega t + \phi)]
Acceleration as a Function of Time a(t)=−ω2Acos⁡(ωt+ϕ)a(t) = -\omega^2 A\cos(\omega t + \phi)

2.7Graphs of Displacement, Velocity and Acceleration

Take ϕ=0\phi = 0. Then the three quantities of a body in SHM are:

Displacementx(t)=Acos⁡ωtx(t) = A\cos\omega t
Velocityv(t)=−ωAsin⁡ωtv(t) = -\omega A\sin\omega t
Accelerationa(t)=−ω2Acos⁡ωta(t) = -\omega^2 A\cos\omega t
Displacement x(t) +A −A t Velocity v(t) +ωA −ωA t Acceleration a(t) +ω2A −ω2A t leads by π/2 0 T/4 T/2 3T/4 T
The three graphs share one time axis. vv reaches each value T4\tfrac{T}{4} earlier than xx (it leads by π2\tfrac{\pi}{2}), and aa is always opposite to xx
QuantityRange of valuesPhase difference from x(t)x(t)
Displacement x(t)x(t)−A-A to +A+AZero (reference curve)
Velocity v(t)v(t)−ωA-\omega A to +ωA+\omega Aπ2\dfrac{\pi}{2}  (vv leads xx)
Acceleration a(t)a(t)−ω2A-\omega^2 A to +ω2A+\omega^2 Aπ\pi  (aa is opposite to xx)
Remember
  • All three graphs are sinusoidal in nature.
  • v(t)=ωAcos⁡(ωt+π2)v(t) = \omega A\cos\left(\omega t + \tfrac{\pi}{2}\right). So the velocity leads the displacement by π2\tfrac{\pi}{2}.
  • a(t)=ω2Acos⁡(ωt+π)a(t) = \omega^2 A\cos(\omega t + \pi). So the acceleration is always opposite to the displacement.

2.8Force Law for SHM

Move a body a little away from its equilibrium (mean) position. A restoring force then acts on it, opposite to the displacement. It tries to bring the body back to equilibrium. For a small displacement, this force is proportional to the displacement. If the body is left free, it moves back towards the mean position.

On the way back, the body gains kinetic energy. So it does not stop at the mean position. It overshoots and goes to the other side. There, a restoring force again slows it down and brings it back. This keeps repeating.

Displaced→pulled back→gains KE and overshoots→other side→repeats

In this way, the restoring force makes the body oscillate about the mean position with a definite period.

Derivation

By Newton's second law, F=maF = ma. Put a(t)=−ω2x(t)a(t) = -\omega^2 x(t) and write the constant mω2m\omega^2 as kk:

  1. F(t)=−mω2x(t)=−kx(t)…(i)F(t) = -m\omega^2 x(t) = -kx(t) \qquad \ldots\text{(i)}
Force Law for SHM F(t)=−kx(t)F(t) = -kx(t)

where, k=mω2k = m\omega^2  or  ω=km\omega = \sqrt{\dfrac{k}{m}}

Definition
Alternative Definition of SHM

Eq. (i) gives another definition of SHM. Simple harmonic motion is the motion of a particle under a force that is proportional to its displacement and is always directed towards the mean position.

03
Part 3

Energy in SHM, Spring and Pendulum

A particle in SHM has both kinetic energy and potential energy. This part finds both energies. It then studies two real systems that move in SHM: a spring–block system and a simple pendulum.

3.1Kinetic Energy in SHM

To move a body away from its equilibrium position, we must do work on it. This work gives the body potential energy. When we release it, the body moves back with some velocity. So it gains kinetic energy.

Work done to displace→gains PE→released→moves back, gains KE
Note

In SHM, the kinetic energy and the potential energy both keep changing between zero and their maximum values.

Derivation
Kinetic Energy

At any instant, the displacement of the particle is x=Acos⁡(ωt+ϕ)x = A\cos(\omega t + \phi). So its velocity is:

  1. v=dxdt=−ωAsin⁡(ωt+ϕ)v = \dfrac{dx}{dt} = -\omega A\sin(\omega t + \phi)
  2. Kinetic energy of the particle at displacement xx:

    K=12mv2=12mω2A2sin⁡2(ωt+ϕ)K = \dfrac{1}{2}mv^2 = \dfrac{1}{2}m\omega^2 A^2\sin^2(\omega t + \phi)
  3. Since k=mω2k = m\omega^2:

    K=12kA2sin⁡2(ωt+ϕ)K = \dfrac{1}{2}kA^2\sin^2(\omega t + \phi)
  4. Now use sin⁡2=1−cos⁡2\sin^2 = 1 - \cos^2 and x=Acos⁡(ωt+ϕ)x = A\cos(\omega t + \phi):

    A2sin⁡2(ωt+ϕ)=A2[1−cos⁡2(ωt+ϕ)]A^2\sin^2(\omega t + \phi) = A^2[1 - \cos^2(\omega t + \phi)]
    =A2−A2cos⁡2(ωt+ϕ)=A2−x2= A^2 - A^2\cos^2(\omega t + \phi) = A^2 - x^2
  5. So, in terms of displacement:

    K=12mω2(A2−x2)=12k(A2−x2)K = \dfrac{1}{2}m\omega^2(A^2 - x^2) = \dfrac{1}{2}k(A^2 - x^2)
Kinetic Energy in SHM K=12k(A2−x2)K = \dfrac{1}{2}k(A^2 - x^2)
KK also changes periodically with time. It becomes zero when the displacement ismaximum
KK has its largest value at themean position
Period of the kinetic energyT/2T/2

3.2Potential Energy in SHM

Derivation
Potential Energy

Let the displacement of the particle from its equilibrium position be xx. The restoring force on it is F=−kxF = -kx.

  1. Move the particle further by a tiny distance dxdx. The work done by the restoring force is:

    dW=F dx=−kx dxdW = F\,dx = -kx\,dx
  2. Total work done by this force as the particle moves from the mean position (x=0x = 0) to xx:

    W=∫dW=−∫0xkx dx=−k[x22]0x=−12kx2W = \displaystyle\int dW = -\int_0^x kx\,dx = -k\left[\dfrac{x^2}{2}\right]_0^x = -\dfrac{1}{2}kx^2
  3. The work done against the restoring force is −W-W. It is stored as potential energy:

    U=−W=12kx2=12mω2x2U = -W = \dfrac{1}{2}kx^2 = \dfrac{1}{2}m\omega^2 x^2
Potential Energy in SHM U=12kx2U = \dfrac{1}{2}kx^2

Put x=Acos⁡(ωt+ϕ)x = A\cos(\omega t + \phi) to write UU in terms of time:

U=12mω2A2cos⁡2(ωt+ϕ)=12kA2cos⁡2(ωt+ϕ)U = \dfrac{1}{2}m\omega^2 A^2\cos^2(\omega t + \phi) = \dfrac{1}{2}kA^2\cos^2(\omega t + \phi)
UU is also periodic, with periodT/2T/2
UU is zero at themean position
UU is maximum at anextreme position
Remember
KE and PE Behave Oppositely
  • At the mean position: KE is maximum, PE is zero.
  • At an extreme position: KE is zero, PE is maximum.
  • Both energies have the same period, T/2T/2.

3.3Total Energy in SHM

At any displacement xx, the total energy of the oscillating particle is:

E=K+U=12k(A2−x2)+12kx2E = K + U = \dfrac{1}{2}k(A^2 - x^2) + \dfrac{1}{2}kx^2
Total Energy in SHM E=12kA2E = \dfrac{1}{2}kA^2
E=12mω2A2=2π2mν2A2[∵ω=2πν]E = \dfrac{1}{2}m\omega^2 A^2 = 2\pi^2 m\nu^2 A^2 \qquad [\because \omega = 2\pi\nu]
Does Not Depend On

The total mechanical energy of an SHM does not depend on time or on displacement.

Depends On

It depends on the maximum displacement, that is, the amplitude.

Principle
Conservation of Energy

So, when there is no friction, the total energy of an SHM is conserved.

So the total energy EE varies directly as:

its massE∝mE \propto m
the square of the frequencyE∝ν2E \propto \nu^2
the square of the amplitudeE∝A2E \propto A^2

3.4Graphs of Energy in SHM

At the Mean Position (x=0x = 0)

(i) Kinetic energy, K=12k(A2−02)=12kA2K = \dfrac{1}{2}k(A^2 - 0^2) = \dfrac{1}{2}kA^2

(ii) Potential energy, U=12k(02)=0U = \dfrac{1}{2}k(0^2) = 0

All the mechanical energy is kinetic.

At the Extreme Positions (x=±Ax = \pm A)

(i) Kinetic energy, K=12k(A2−A2)=0K = \dfrac{1}{2}k(A^2 - A^2) = 0

(ii) Potential energy, U=12kA2U = \dfrac{1}{2}kA^2

All the energy is potential. The KE is zero.

Using these results, we can draw KK, UU and EE against the displacement xx and against the time tt:

Energy E = K + U U K −A O +A Displacement (x)
KK, UU and EE against displacement xx
Energy E = K + U U K 0 T/4 T/2 3T/4 T Time (t)
KK, UU and EE against time tt (starting from x=+Ax = +A)
PE or KE completes two vibrations while the SHM completes one (each repeats after T/2T/2)2 : 1
So the frequency of PE or KE isdouble that of SHM

KeyThe total energy stays constant at every time tt and every displacement xx.

3.5Oscillations of a Spring

A pure SHM is possible only under some conditions. Two examples of pure SHM under such conditions are a spring–block system and a simple pendulum.

Take a massless spring on a frictionless horizontal table. One end is fixed to a rigid support. A block of mass mm is fixed to the other end. Pull the block to the right by a small distance xx and release it. The restoring force then makes it move back and forth about its equilibrium position.

mean position (x = 0) m Equilibrium x = 0, F = 0 m Stretched x > 0, F to the left F = −kx x m Compressed x < 0, F to the right F = −kx x
Equilibrium, stretched by xx and compressed by xx. The force always points towards the mean position
F=−kxF = -kx
Note
Force Constant kk

kk is the force constant of the spring. It is the restoring force per unit deformation of the spring. The minus sign shows that the force acts opposite to xx.

Derivation
Time Period of a Spring–Block System

Let d2xdt2\dfrac{d^2x}{dt^2} be the acceleration of the block. By Newton's second law, F=ma=md2xdt2F = ma = m\dfrac{d^2x}{dt^2}. Equate this with the restoring force:

  1. md2xdt2=−kxm\dfrac{d^2x}{dt^2} = -kx
  2. d2xdt2=−km x=−ω2x\dfrac{d^2x}{dt^2} = -\dfrac{k}{m}\,x = -\omega^2 x
  3. So the acceleration is proportional to xx and acts opposite to it. Hence the block moves in simple harmonic motion.

  4. Its time period is:

    T=2πω=2πk/mT = \dfrac{2\pi}{\omega} = \dfrac{2\pi}{\sqrt{k/m}}
Time Period T=2πmkT = 2\pi\sqrt{\dfrac{m}{k}}
Frequency ν=1T=12πkm\nu = \dfrac{1}{T} = \dfrac{1}{2\pi}\sqrt{\dfrac{k}{m}}
A very stiff spring (large kk) with a light body (small mm)TT small, ν\nu large

3.6Simple Pendulum

Definition
Ideal Simple Pendulum

An ideal simple pendulum is a point mass hung from a fixed support by an inextensible, weightless string. Such a pendulum cannot be made in practice.

In practice, we hang a small metal bob from a support with a long, fine cotton thread. This works as a simple pendulum.

Support Pivot L m
A simple pendulum
iIdeal

Point mass + weightless string.

Not possible in practice.

iiPractical

Small metal bob + fine cotton thread.

The real-life version.

3.7Time Period of a Simple Pendulum

A small bob of mass mm hangs from an inextensible, massless string of length LL. At equilibrium, the bob is vertically below the point of suspension.

Displace the bob slightly to one side and release it. It oscillates about the mean position O. At some instant, let the bob be at A. Its displacement along the arc is OA=xOA = x. The string makes an angle θ\theta with the vertical.

Forces acting on the bob
iWeight

The weight mgmg of the bob acts vertically downwards.

iiTension

The tension TT acts along the string, towards the support.

Two rectangular components of mgmg
mgcos⁡θmg\cos\theta — along the string

It is balanced by the tension TT in the string.

mgsin⁡θmg\sin\theta — along the tangent

It gives a restoring torque. It tries to bring the bob back to the mean position.

Pivot L x θ T θ A O mg mg cos θ mg sin θ
Forces on the bob: weight mgmg and tension TT. mgmg splits into mgcos⁡θmg\cos\theta and mgsin⁡θmg\sin\theta
Derivation
Time Period of a Simple Pendulum

Let LL = length of the simple pendulum, II = moment of inertia of the pendulum about the pivot, and α\alpha = angular acceleration about the pivot.

  1. Restoring torque of mgsin⁡θmg\sin\theta about the pivot. The minus sign shows that the torque acts to reduce θ\theta:

    τ=−(mgsin⁡θ)L=−mgLsin⁡θ…(i)\tau = -(mg\sin\theta)L = -mgL\sin\theta \qquad \ldots\text{(i)}
  2. For rotation, the torque is also:

    τ=Iα…(ii)\tau = I\alpha \qquad \ldots\text{(ii)}
  3. From Eqs. (i) and (ii):

    −mgLsin⁡θ=Iα  ⇒  α=−mgLsin⁡θI-mgL\sin\theta = I\alpha \;\Rightarrow\; \alpha = \dfrac{-mgL\sin\theta}{I}
  4. With θ\theta in radian, sin⁡θ=θ−θ33!+θ55!−⋯\sin\theta = \theta - \dfrac{\theta^3}{3!} + \dfrac{\theta^5}{5!} - \cdots For a small θ\theta, sin⁡θ≈θ\sin\theta \approx \theta. So:

    α=−mgL θI\alpha = \dfrac{-mgL\,\theta}{I}
  5. This is the angular form of a=−ω2xa = -\omega^2 x. Comparing the two:

    ω=mgLI\omega = \sqrt{\dfrac{mgL}{I}}
  6. Since ω=2πT\omega = \dfrac{2\pi}{T}:

    2πT=mgLI  ⇒  T=2πImgL…(iii)\dfrac{2\pi}{T} = \sqrt{\dfrac{mgL}{I}} \;\Rightarrow\; T = 2\pi\sqrt{\dfrac{I}{mgL}} \qquad \ldots\text{(iii)}
  7. The whole mass of a simple pendulum is in the bob, taken as a point at distance LL from the pivot. So I=mL2I = mL^2. Put this in Eq. (iii):

    T=2πmL2mgL=2πLgT = 2\pi\sqrt{\dfrac{mL^2}{mgL}} = 2\pi\sqrt{\dfrac{L}{g}}
Note
Why Is It SHM?

The angular acceleration is proportional to the angular displacement θ\theta, but it has the opposite sign. So when the bob moves to the right, the pull towards the left grows. The bob stops and comes back. The same thing happens on the left side. So the bob swings to and fro. Hence a simple pendulum swinging through small angles moves in approximately SHM.

Time Period of a Simple Pendulum T=2πLgT = 2\pi\sqrt{\dfrac{L}{g}}
TT depends on the length LL and the acceleration due to gravity ggdepends
TT does not depend on the mass mm of the bobindependent
T=2πL/gT = 2\pi\sqrt{L/g} holds only when LL is small compared with the Earth's radiussmall LL only
Important
If the Length Is Very Large
T=2πR(1+RL)g,where R=radius of the EarthT = 2\pi\sqrt{\dfrac{R}{\left(1 + \tfrac{R}{L}\right)g}}, \qquad \text{where } R = \text{radius of the Earth}
As L→∞:  T=2πRgWhen L=R:  T=2πR2g\text{As } L \to \infty:\; T = 2\pi\sqrt{\dfrac{R}{g}} \qquad\quad \text{When } L = R:\; T = 2\pi\sqrt{\dfrac{R}{2g}}

3.8Quick Revision

TermKey points
Periodic motionRepeats itself after regular intervals of time.
Oscillatory motionTo-and-fro motion, again and again, about a fixed point (the mean position). Also called vibratory motion.
SHMPeriodic motion in which the restoring force is directly proportional to the displacement from the mean position: F∝xF \propto x or F=−kxF = -kx. Here kk = force constant (spring constant).
Displacementx=Acos⁡(ωt+ϕ)x = A\cos(\omega t + \phi), or in sine form y=Asin⁡(ωt+ϕ)y = A\sin(\omega t + \phi). AA = amplitude, ω\omega = angular frequency (ω=2πT=2πν)\left(\omega = \dfrac{2\pi}{T} = 2\pi\nu\right), ϕ\phi = initial phase.
Time period TTTime taken to complete one oscillation about the mean position.
Frequency ν\nuOscillations completed per second. ν=1T\nu = \dfrac{1}{T}, in hertz. 1 Hz=11\ \text{Hz} = 1 oscillation per second =1 s−1= 1\ \text{s}^{-1}.
Angular frequency ω\omegaFrequency multiplied by 2π2\pi: ω=2πν=2πT\omega = 2\pi\nu = \dfrac{2\pi}{T}. SI unit: rad s−1\text{rad s}^{-1}.
PhaseGives the state of the particle at any instant: its position and its direction of motion.
Velocityv=ωA2−x2v = \omega\sqrt{A^2 - x^2} or v(t)=−ωAsin⁡(ωt+ϕ)v(t) = -\omega A\sin(\omega t + \phi). At the mean position (x=0x = 0): v=Aω=vmaxv = A\omega = v_{max} (velocity amplitude). At x=±Ax = \pm A: v=0v = 0.
Accelerationa=−ω2xa = -\omega^2 x or a(t)=−ω2Acos⁡(ωt+ϕ)a(t) = -\omega^2 A\cos(\omega t + \phi). At x=0x = 0: a=0a = 0. At x=±Ax = \pm A: amax=∓Aω2a_{max} = \mp A\omega^2 (acceleration amplitude =Aω2= A\omega^2).
Time period in SHMT=2πω=2π∣xa∣=2πDisplacementAccelerationT = \dfrac{2\pi}{\omega} = 2\pi\sqrt{\left|\dfrac{x}{a}\right|} = 2\pi\sqrt{\dfrac{\text{Displacement}}{\text{Acceleration}}}
Energy in SHMU=12mω2x2=12kx2U = \tfrac{1}{2}m\omega^2x^2 = \tfrac{1}{2}kx^2
K=12mω2(A2−x2)=12k(A2−x2)K = \tfrac{1}{2}m\omega^2(A^2 - x^2) = \tfrac{1}{2}k(A^2 - x^2)
E=U+K=12mω2A2=2π2mν2A2E = U + K = \tfrac{1}{2}m\omega^2A^2 = 2\pi^2m\nu^2A^2
Simple pendulumIn practice: a heavy but small metal bob hung by a light, inextensible, flexible string. T=2πLgT = 2\pi\sqrt{\dfrac{L}{g}} and ν=12πgL\nu = \dfrac{1}{2\pi}\sqrt{\dfrac{g}{L}}.
End of Chapter 13 · notesshala.in
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