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Theory · Physics Circle Master Book

Oscillations

01
CONCEPT

Periodic Motion & Basics of SHM

In one line
In SHM a body moves to and fro about a mean position, under a restoring force that is proportional to the displacement.
PERIODIC MOTION

16.1.1 Periodic and oscillatory motion

  1. Periodic: repeats after a fixed interval. Example: the earth around the sun.
  2. Oscillatory: to and fro about a fixed point, within limits on both sides.
  3. Every oscillatory motion is periodic. Not every periodic motion is oscillatory.
  4. Examples: wall clock pendulum, load on a spring, liquid in a U-tube, loaded wood floating on a liquid.
AOB
Bob moves between A and B about the mean position O
HARMONIC

16.1.2 Harmonic and non-harmonic

  1. Harmonic: a single sine or cosine, y = a sin ωt or y = a cos ωt.
  2. Non-harmonic: a mix of harmonic functions, such as y = a sin ωt + b sin 2ωt.
  3. sin ωt + cos ωt is still harmonic: both terms have the same ω.
  4. e−ωt and log ωt are not periodic.
  5. A ball bouncing elastically is periodic but not SHM.
RESTORING FORCE

16.1.3 Condition for SHM

mmeanF = −kxx
The force always points to the mean position
F = −kx
  1. k = force constant, unit N/m, dimension [MT⁻²].
  2. Minus sign: F is opposite to the displacement.
  3. Angular SHM: restoring torque τ = −cθ.
DIFFERENTIAL EQUATION

16.1.4 Reading ω directly

d²ydt² + ω²y = 0
a = −ω²y  ·  ω = √(km)
  1. Any equation in this form is SHM.
  2. Read ω² from the coefficient of y.
  3. Then T = 2πω
T = 2π√(inertia factorspring factor)
DEFINITIONS

16.1.5 T, n and ω

QuantityMeaningUnit
time period Tleast time after which motion repeatss
frequency noscillations per secondHz
angular frequency ωω = 2πnrad/s
n = 1T  ·  ω = 2πT
PHASE

16.1.6 Where the particle is, and which way it is going

y = a sin(ωt + φ₀)
  1. (ωt + φ₀) is the phase at time t.
  2. φ₀ is the initial phase, or epoch.
  3. One full oscillation changes the phase by 2π.
  4. Phase change in time Δt: Δφ = 2πT Δt.
Phase differenceTime difference
same phase0, 2π, 4π …0, T, 2T …
opposite phaseπ, 3π, 5π …T2, 3T2 …
  1. Same phase: the particles cross the mean position together, in the same direction.
  2. Opposite phase: they cross it together, in opposite directions.
Δφ = (ω₂ − ω₁)t + (φ₂ − φ₁)
  1. First write both equations with the same function: cos ωt = sin(ωt + π2).
  2. Two SHMs of the same a and ω: maximum separation = 2a sin(φ2).
Practise PYQs on this topicPeriodic Motion & SHM Basics · 83 questions with solutions
02
CONCEPT

Equation of SHM, Time & Distance

In one line
SHM is the projection of uniform circular motion on a diameter. This gives its equation and all its timing results.
CIRCLE OF REFERENCE

16.2.1 SHM from circular motion

θPNMOayω
P moves on the circle; its projection N performs SHM
  1. P moves on a circle of radius a with angular speed ω.
  2. The foot N of the perpendicular on a diameter performs SHM.
  3. a = amplitude, ω = angular frequency of the SHM.
  4. Displacement is always measured from the mean position.
DISPLACEMENT

16.2.2 Choosing the right equation

y = a sin(ωt + φ)
Time noted fromEquation
mean positiony = a sin ωt
extreme positiony = a cos ωt
phase φ aheady = a sin(ωt + φ)
tay = a sin ωtTtay = a cos ωtT
Starting from the mean position and from the extreme position
FINDING THE INITIAL PHASE

16.2.3 Use the sign of the velocity

  1. Put t = 0 in y = a sin(ωt + φ) to get sin φ.
  2. Moving along +y: cos φ is positive.
  3. Moving along −y: cos φ is negative.
Start atMovingφ
a2+yπ6
a2−y5π6
aat restπ2
AMPLITUDE FROM TWO VALUES

16.2.4 Given y and v at one instant

a² = y² + (vω)²
a sin ωt + b cos ωt

16.2.5 One SHM in disguise

y = a sin ωt + b cos ωt
A = √(a² + b²)  ·  tan φ = ba
  1. The resultant is an SHM of the same ω.
  2. A constant term, y = A₀ + a sin ωt, only shifts the mean position.
  3. The amplitude does not change with such a constant.
TIME TAKEN

16.2.6 Between two positions

FromToTime
meanA2T12
A2extremeT6
meanA√2T8
meanextremeT4
−A+AT2
  1. Motion is fastest near the mean position.
  2. So mean → A2 takes less time than A2 → extreme.
  3. General: from the mean position t = T2π sin⁻¹(yA).
DISTANCE

16.2.7 Starting from the mean position

TimeDistanceDisplacement
T4AA
T22A0
T4A0
  1. Path length = 2A.
  2. Average velocity over a full cycle = 0.
  3. Distance in the nth second: use y = A sin ωt at both ends of that second.
  4. Over a full cycle average speed = 4AT = 2Aωπ
Practise PYQs on this topicPeriodic Motion & SHM Basics · 83 questions with solutions
03
CONCEPT

Velocity & Acceleration in SHM

In one line
Velocity is largest at the mean position. Acceleration is largest at the extremes and always points to the mean position.
VELOCITY

16.3.1 From the displacement equation

v = aω cos ωt
v = ω√(a² − y²)
  1. Mean position (y = 0): vmax = aω.
  2. Extreme position (y = ±a): v = 0.
  3. Velocity at y: use the second form directly.
v–y GRAPH

16.3.2 An ellipse

y²a² + v²a²ω² = 1
  1. For ω = 1 the ellipse becomes a circle.
  2. A momentum–displacement graph is also an ellipse.
yva−aaω
v against y
ACCELERATION

16.3.3 Always towards the mean position

A = −ω²y
  1. Mean position: A = 0.
  2. Extreme position: |Amax| = ω²a.
  3. A is not constant, so equations of uniform acceleration do not apply.
  4. A is always opposite to the displacement.
yA+a−aω²a−ω²a
A against y: straight line of slope −ω²
COMPARISON

16.3.4 At the two key positions

QuantityFormulaMeanExtreme
displacementa sin ωt0±a
velocityω√(a² − y²)aω0
acceleration−ω²y0ω²a
force−ky0ka
GRAPHS

16.3.5 Phase relations

yavaωAω²aFkA½TT
y, v, A and F against time, starting from the mean position
  1. All have the same period T.
  2. v leads y by π2
  3. A leads v by π2
  4. A leads y by π. F and A are in phase.
  5. Velocity amplitude = ω × displacement amplitude.
  6. Acceleration amplitude = ω² × displacement amplitude.
USEFUL RESULTS

16.3.6 Quick links

ω = Amaxvmax  ·  a = vmax²Amax
  1. Path length = 2a = 2vmax²Amax
  2. vmax ∝ aT. Doubling a and making T one-third gives 6 times.
  3. |v| = |A| at y when √(a² − y²) = ωy.
TWO POSITIONS

16.3.7 Given v at two displacements

ω = √(v₁² − v₂²y₂² − y₁²)
a = √(v₁²y₂² − v₂²y₁²v₁² − v₂²)
  1. Distance between positions = v₁² − v₂²A₁ + A₂, where A₁ and A₂ are the accelerations there.
LOSS OF CONTACT

16.3.8 Vertical SHM of a platform

mg2Aplatform in vertical SHM
At the top, the platform accelerates downward
ω²A = g
  1. A block leaves the platform at the top when the downward acceleration reaches g.
  2. Largest amplitude for contact: A = gω²
  3. Least period for contact: T = 2π√(Ag).
Practise PYQs on this topicVelocity & Acceleration in SHM · 87 questions with solutions
04
CONCEPT

Energy in SHM

In one line
Energy keeps changing between kinetic and potential, but the total stays constant and depends on a².
POTENTIAL ENERGY

16.4.1 Stored against the restoring force

U = ½ky² = ½mω²y²
U = ½mω²a² sin²ωt
  1. U is minimum (zero) at the mean position.
  2. U is maximum at the extremes, equal to the total energy.
KINETIC ENERGY

16.4.2 From the velocity

K = ½mω²(a² − y²)
K = ½mω²a² cos²ωt
  1. K is maximum at the mean position, equal to the total energy.
  2. K is zero at the extremes.
TOTAL ENERGY

16.4.3 Same at every point

E = U + K = ½mω²a² = ½ka²
E = 2π²mn²a²
  1. E does not depend on y or t.
  2. E ∝ a² and E ∝ n², for a given mass.
  3. Doubling a and halving n leaves E unchanged.
  4. E does not vary periodically; y, v, A, U and K all do.
ENERGY GRAPH

16.4.4 U and K against displacement

+a−a0yEUK
U and K are parabolas; they cross at y = a√2
USEFUL POSITIONS

16.4.5 Asked again and again

yUK
00E
a2E43E4
a√2E2E2
√3a23E4E4
aE0
RATIOS

16.4.6 Fast method

UE = y²a²  ·  KE = a² − y²a²
KU = a² − y²y²
  1. U = nK gives y = a√(nn + 1).
  2. E = nK gives y² = a²(n − 1n).
  3. Since √U ∝ y: at y = y₁ + y₂, √U = √U₁ + √U₂.
  4. Force and energy: U = F²2k, or U = ½Fy.
ENERGY AT A GIVEN TIME

16.4.7 Starting from the mean position

KU = cot²ωt
tωtK : U
T12π63 : 1
T8π41 : 1
T6π31 : 3
T4π20 : 1
  1. From an extreme position the two columns swap, so K : U = tan²ωt.
  2. K = 75% of E at T12. K = 50% of E at T8
  3. U and K change with double the frequency of the motion.
JEE · NEET

Corner

Energy against time
½TTtEUK
U and K repeat twice in every period; E stays constant
  1. If the SHM has frequency n, then U and K vary with frequency 2n.
  2. Their period is T2
  3. K − U = E cos 2ωt also has frequency 2n.
  4. Total energy E does not vary at all.
Average values
⟨U⟩time = ⟨K⟩time = E2 = ¼mω²a²
  1. Averages are taken over one complete cycle.
  2. K = 0 and U = 0 never happen together.
Practise PYQs on this topicEnergy in SHM · 85 questions with solutions
05
CONCEPT

Simple Pendulum

In one line
For small angles the pendulum performs SHM, and its period depends only on length and g.
RESTORING FORCE

16.5.1 Small angle needed

θmgTmg sin θmg cos θSl
mg sin θ pulls the bob back to the mean position
  1. Ideal pendulum: point mass on a weightless, inextensible string.
  2. mg cos θ balances the tension (with the centripetal part).
  3. mg sin θ is the restoring force.
F = −mg sin θ ≈ −mg xl
T = 2π√(lg)
AMPLITUDE AND MASS

16.5.2 What T does not depend on

  1. T does not depend on amplitude, while the motion is SHM.
  2. For a larger angle θ₀, T is slightly more: T = T₀(1 + θ₀²16).
  3. T does not depend on the mass of the bob.
  4. Hollow or solid bob of the same size: same T.
  5. A second child joining on a swing: same T.
LENGTH

16.5.3 Measured to the centre of mass

lTT ∝ √llT²T² ∝ lgTT ∝ 1 ÷ √g
T against l, T² against l and T against g
  1. l runs from the support to the centre of mass of the bob.
  2. T ∝ √l: making l four times doubles T.
  3. A child stands up on a swing: centre of mass rises, l falls, T falls.
  4. A clock running slow: reduce l. A clock running fast: increase l.
  5. Thread on two supports: use the vertical distance from the support line to the bob.
LEAKING BOB

16.5.4 Sand or water flowing out

  1. Hollow bob full of water, hole at the bottom.
  2. As it empties, the centre of mass first falls: l and T increase.
  3. Near the end the centre of mass comes back to the centre: l and T decrease.
  4. So T first increases and then decreases.
  5. Empty and full bobs have the same T.
COMBINING LENGTHS

16.5.5 Using T² ∝ l

l = l₁ ± l₂  ⇒  T² = T₁² ± T₂²
  1. n oscillations in the same time: l₁l₂ = (n₂n₁)².
  2. T increases by 20% ⇒ l becomes (1.2)² = 1.44 times.
TWO PENDULUMS IN PHASE

16.5.6 Least common time

  1. Find the smallest time that holds a whole number of both periods.
  2. T₁ and 43T₁: in phase again after 4T₁.
  3. Lengths 121 cm and 100 cm: 10 swings of the long = 11 of the short.
ENERGY

16.5.7 Height and speed

θhABl
Height of the bob at angle θ
h = l(1 − cos θ)
v = √(2gh) = √(2gl(1 − cos θ))
small amplitude A: E = ½mω²A² = mgA²2l
  1. For a given A, E ∝ 1l. Making l one-third makes E three times.
  2. U at the extreme = mgA²2l
  3. Maximum speed: vmax = Aω = A√(gl).
  4. Work done by the bob in one complete oscillation is zero, with no resistance.
TENSION

16.5.8 Largest at the mean position

at mean: Tmax = mg + mv²l
from angle θ: Tmax = mg(3 − 2 cos θ)
at extreme: Tmin = mg cos θ
small amplitude A: Tmax = mg[1 + (Al)²]
Practise PYQs on this topicSimple Pendulum · 92 questions with solutions
06
CONCEPT

Pendulum in Different Situations

In one line
Replace g by the effective g of the situation, and use the same formula.
THE RULE

16.6.1 One formula

T = 2π√(lgeff)
  1. T ∝ 1√geff
  2. Find geff as the acceleration of the bob relative to its support, when the string is cut.
PENDULUM IN A LIFT

16.6.2 Support accelerating vertically

aa up: g + aaa down: g − a
Lift accelerating upward and downward
LiftgeffT
no agunchanged
a upwardg + adecreases
a downwardg − aincreases
free fall0no oscillation
T′T = √(gg ± a)
2T₁² = 1T₂² + 1T₃²
  1. T₁: at rest. T₂: going up with a. T₃: going down with a.
  2. Lift up at g4: geff = 5g4
  3. Lift down at g4: geff = 3g4
  4. Period halved ⇒ geff = 4g ⇒ a = 3g.
  5. If support follows y = kt², then a = 2k.
  6. A satellite or the centre of the earth: geff = 0, so no oscillation.
ACCELERATED VEHICLE

16.6.3 Support accelerating horizontally

θa
String settles at angle θ
gageffθ
g and a at 90°
geff = √(g² + a²)
tan θ = ag
  1. T = 2π√(l√(g² + a²)).
  2. Car on a circular track: a = v²r
  3. Free slide down an incline of angle α: geff = g cos α.
  4. The new mean position is the tilted one.
BOB IN A LIQUID

16.6.4 Buoyancy reduces g

mgthrustσρ
Thrust opposes the weight
geff = g(1 − σρ)
T′ = T√(ρρ − σ)
  1. ρ = density of the bob, σ = density of the liquid.
  2. T increases inside a liquid.
  3. σ = ρ4: T′ = 2√3T.
  4. Liquid assumed non-viscous.
JEE · NEET

Corner

Effect of g
T ∝ 1√g
  1. g falls on going up or down inside the earth, so T increases.
  2. A pendulum clock on a hill runs slow.
  3. At height h = R: g′ = g4, so T′ = 2T.
  4. On a planet: g′ = g(M′M)(RR′)².
Percentage change
  1. l changes by n%: T changes by +n2%.
  2. g changes by n%: T changes by −n2%.
  3. Valid for small changes only (up to about 5%).
temperature rise Δθ: ΔTT = ½αΔθ
Second’s pendulum
  1. T = 2 s; extreme to extreme takes 1 s.
  2. l = 99.3 cm (nearly 1 m) on the earth.
  3. On the moon: l = 16 m nearly.
Pendulum of very long length
T = 2π√[1g(1l + 1R)]
  1. l ≪ R: T = 2π√(lg).
  2. l = R: T = 2π√(R2g) ≈ 1 hour.
  3. l → ∞: T = 2π√(Rg) = 84.6 minutes, the largest possible T.
Charged bob in an electric field
+EE up: g − qE ÷ m+EE down: g + qE ÷ m
Bob with positive charge q
E upward: geff = g − qEm
E downward: geff = g + qEm
E horizontal: geff = √(g² + (qEm)²)
Practise PYQs on this topicSimple Pendulum · 92 questions with solutions
07
CONCEPT

Spring Constant & Spring-Mass System

In one line
A mass on a spring performs SHM of period 2π√(m ÷ k), which does not depend on g.
SPRING CONSTANT

16.7.1 Hooke’s law

F = −kx
  1. k measures stiffness. Unit N/m, dimension [MT⁻²].
  2. Massless spring: the tension is the same everywhere.
  3. Stored energy U = ½kx².
CUT SPRINGS

16.7.2 k × length = constant

length lk
k falls as the length increases
k ∝ 1l  ·  k₁l₁ = k₂l₂ = kl
  1. Half the length: double the k.
  2. n equal parts: each has constant nk.
  3. Each part then has period T√n
  4. Ratio l₁ : l₂ = n : 1 gives k₂ = k(n + 1) and k₁ = k(n + 1n).
TIME PERIOD

16.7.3 Spring-mass system

mk
Mass on a smooth horizontal surface
T = 2π√(mk)
n = 12π√(km)
  1. T ∝ √m and T ∝ 1√k
  2. Same period on a hill, on the moon, in a satellite, or in a liquid (without damping).
  3. Same period whether horizontal, vertical or on an incline.
  4. Mass suspended m to 4m: T doubles.
CHANGING THE MASS

16.7.4 Using T² ∝ m

m + Δmm = (T′T)²
  1. Period doubled: m + Δm = 4m.
  2. T² adds with mass: T = √(T₁² + T₂²) for m₁ + m₂ on the same spring.
  3. Massive spring of mass M: use m + M3 as the effective mass.
VERTICAL SPRING

16.7.5 Static extension gives the period

lnaturalmy₀mgky₀
At equilibrium, ky₀ balances mg
mg = ky₀
T = 2π√(y₀g)
  1. Equilibrium in a vertical spring is at extension y₀; in a horizontal one, at natural length.
  2. T does not depend on g: y₀ changes with g so that y₀g stays constant.
  3. Spring from which m is removed shortens by y₀ = mgk
  4. Extra mass Δm gives extra stretch x: k = Δm gx
UNSTRETCHED AT THE TOP

16.7.6 A common twist

  1. If the spring is unstretched at the highest point, then A = y₀.
  2. A = gω²
vmax = Aω = gω
EQUAL MASSES, DIFFERENT SPRINGS

16.7.7 Compare using ω

SameResult
maximum velocityA₁A₂ = √(k₂k₁)
amplitudev₁v₂ = √(k₁k₂)
maximum energyA₁A₂ = √(k₂k₁)
  1. Different masses: use vmax = A√(km).
Practise PYQs on this topicSpring Systems · 101 questions with solutions
08
CONCEPT

Spring Combinations & Added Mass

In one line
Series springs share the force; parallel springs share the extension. Find keq, then use T = 2π√(m ÷ keq).
SERIES

16.8.1 Same force, extensions add

1k = 1k₁ + 1k₂
k = k₁k₂k₁ + k₂
  1. n identical springs: keq = kn
  2. keq is less than the smallest k.
  3. k, 2k, 4k, 8k, … in series: keq = k2
mk₁k₂series
T = 2π√(m(k₁ + k₂)k₁k₂)
T² = T₁² + T₂²
PARALLEL

16.8.2 Same extension, forces add

k = k₁ + k₂
  1. n identical springs: keq = nk.
  2. keq is more than the largest k.
mk₁k₂parallel
T = 2π√(mk₁ + k₂)
1T² = 1T₁² + 1T₂²
  1. The same law holds when two forces act together on a body: T₁ for one, T₂ for the other.
MASS BETWEEN TWO SPRINGS

16.8.3 This is parallel

mk₁k₂k = k₁ + k₂
One stretches and the other compresses; both push the same way
  1. Both springs pull the mass the same way, so it is a parallel case.
  2. Removing one of two identical springs: k halves.
  3. Frequency then falls by a factor of √2.
  4. Springs inclined to the motion: use components, or the given figure’s symmetry.
READING A FIGURE

16.8.4 A sure method

  1. Reduce side by side: first the springs that end on one mass together.
  2. Same extension? Add k. Same force? Add 1k
  3. For a disc on two springs, or a block held by several: same extension, so parallel.
  4. A spring of constant k cut as 1 : 2 : 3 gives 6k, 3k, 2k. Series gives back k; parallel gives 11k.
Identical springs kkeqT
onekT₀
two in seriesk2√2 T₀
two in parallel2kT₀√2
n parts in paralleln²kT₀n
ADDED MASS AT THE MEAN POSITION

16.8.5 Momentum is conserved

M A ω = (M + m) A′ ω′
AA′ = √(M + mM)
  1. Mass m is placed gently on M as it crosses the mean position.
  2. Speed drops, so the energy falls.
  3. ω′ = ω√(MM + m).
ADDED MASS AT THE EXTREME

16.8.6 Amplitude unchanged

  1. At the extreme the speed is zero, so nothing changes in the energy.
  2. A stays the same; only the period changes.
MASS BREAKS OFF

16.8.7 At the mean position

  1. The remaining part keeps the same speed.
  2. If half the mass is lost, ω′ = √2 ω and A′ = A√2
TWO BODIES ON A SPRING

16.8.8 Reduced mass

m₁m₂k
Two masses joined by a spring on a smooth surface
μ = m₁m₂m₁ + m₂  ·  T = 2π√(μk)
Practise PYQs on this topicSpring Systems · 101 questions with solutions
09
CONCEPT

Other SHM Systems

In one line
Find the restoring force, read off k and m, then use T = 2π√(m ÷ k), with the right inertia and spring factors.
METHOD

16.9.1 Four steps

  1. Locate the equilibrium position.
  2. Displace slightly by y and find the net restoring force.
  3. Write it as F = −ky.
  4. Then T = 2π√(mk).
FLOATING BODY

16.9.2 Buoyancy is the spring

lairσρ
Block floating with depth l in the liquid
F = −(Aσg)y  ·  k = Aσg
T = 2π√(mAσg) = 2π√(lg)
  1. l = depth under the liquid at rest. A = area of cross-section.
  2. l = ρσ × height of the body.
  3. Same as a pendulum of length l.
  4. T ∝ 1√σ for a given body.
LIQUID IN A U-TUBE

16.9.3 Weight of the extra column

2yliquidh
Level difference 2y gives the restoring force
T = 2π√(L2g) = 2π√(hg)
  1. L = total length of the liquid column (L = 2h).
  2. h = height of the undisturbed liquid in each limb.
  3. If mass M of density d is poured into a tube of area A: L = MAd
BALL IN A BOWL

16.9.4 Like a pendulum

centreR − rr
Centre of the ball moves on a circle of radius R − r
T = 2π√(R − rg)
  1. Small sphere in a watch glass (r ≪ R): T = 2π√(Rg).
  2. Rolling with friction adds a factor: T = 2π√(7(R − r)5g).
PISTON IN A CYLINDER

16.9.5 Gas as a spring

MGas, Pharea A
Mass M on a gas column of height h
isothermal: T = 2π√(MhPA)
  1. Adiabatic: use γP in place of P.
  2. In terms of volume V₀ = Ah: n = 12π√(γP₀A²MV₀).
TUNNEL THROUGH THE EARTH

16.9.6 Along any chord

ORtunnel
Gravity inside the earth is proportional to the distance from the centre
T = 2π√(Rg) = 84.6 minutes
  1. T is the same along any chord.
  2. Same as the period of a satellite just above the earth.
WIRE

16.9.7 Longitudinal oscillations

k = YAl
T = 2π√(mlYA)
mlΔl
Mass pulled and released
  1. Y = Young’s modulus, A = area of cross-section.
  2. Pendulum wire with added mass M: (TMT)² − 1 = MgAY
JEE · NEET

Corner

Physical (compound) pendulum
mgOGl
Rigid body pivoted at O; G is the centre of mass
τ = −mgl sin θ ≈ −mglθ
T = 2π√(Imgl)
T = 2π√(k² + l²gl)
  1. l = distance of the centre of mass from the pivot.
  2. I = IG + ml² by the parallel axis theorem.
  3. k = radius of gyration about the centre of mass.
Common physical pendulums
barringdisc
Each pivoted at the top
BodyT
bar, length l2π√(2l3g)
ring, radius R2π√(2Rg)
disc, radius R2π√(3R2g)
Torsional pendulum
wirediscθ
A disc hanging from a wire is twisted through θ
τ = −Cθ
T = 2π√(IC)
C = πηr⁴2l
  1. I = moment of inertia of the disc.
  2. C = torsional constant of the wire.
  3. η = modulus of rigidity, r = radius of the wire.
Practise PYQs on this topicOther SHM Systems · 21 questions with solutions
10
CONCEPT

Damped & Forced Oscillations, Superposition

In one line
In real life, damping makes the amplitude fall exponentially. An outside force can keep the oscillation going.
FREE OSCILLATIONS

16.10.1 Natural frequency

ta−a
Constant amplitude
  1. Only the restoring force acts.
  2. Amplitude, frequency and energy stay constant.
  3. The natural frequency depends on the body itself.
DAMPED OSCILLATIONS

16.10.2 Amplitude dies out

ta e^(−bt ÷ 2m)
Amplitude falls exponentially with time
Fd = −bv
  1. b = damping constant. Unit kgs, or N s/m.
  2. Damping comes from friction and viscosity.
d²xdt² + bm dxdt + km x = 0
A = A₀ e−bt ÷ 2m
E = E₀ e−bt ÷ m
ω′ = √(km − (b2m)²)
  1. Damped frequency is slightly less than the natural one.
  2. Energy falls twice as fast as amplitude.
EQUAL TIMES, EQUAL FACTOR

16.10.3 Quick method

  1. In equal time intervals, A falls by the same factor.
  2. A → A3 in 2 s means A → A27 in 6 s.
  3. A → A3 in 100 oscillations means A → A9 in 200.
  4. A → 0.9A in 5 s means A → (0.9)³A in 15 s.
  5. Half-life of amplitude: t = 2m ln 2b
JEE · NEET

Corner

Forced oscillations
  1. A periodic external force F₀ cos ωdt keeps the body oscillating.
  2. After a while the body oscillates at the frequency of the driver.
x₀ = F₀√[m²(ω² − ωd²)² + ωd²b²]
Resonance
ω₀ωx₀low dampingmediumhigh
Less damping gives a taller, sharper peak
  1. Resonance: the driving frequency equals the natural frequency.
  2. Amplitude becomes large but stays finite, because of damping.
  3. Power absorbed is largest at resonance.
  4. Sharpness of resonance depends on the damping.
  5. At resonance the velocity is in phase with the driving force.
Maintained oscillations
  1. Energy lost in each cycle is supplied from outside.
  2. Amplitude stays constant, as in a clock.
Two SHMs along one line
A² = a₁² + a₂² + 2a₁a₂ cos φ
tan δ = a₂ sin φa₁ + a₂ cos φ
  1. The resultant is an SHM of the same frequency.
  2. φ = 0: A = a₁ + a₂. φ = π: A = |a₁ − a₂|.
Perpendicular SHMs: Lissajous figures
x²a₁² + y²a₂² − 2xya₁a₂ cos φ = sin²φ
lineφ = 0oblique ellipseφ = 45°circleφ = 90°, a₁ = a₂ellipseφ = 90°, a₁ ≠ a₂lineφ = 180°figure of eightn₁ : n₂ = 1 : 2, φ = 0
Paths for different phase differences and frequency ratios
φPath
0straight line, slope a₂a₁
π4oblique ellipse
π2circle if a₁ = a₂, else ellipse
πstraight line, slope −a₂a₁
Practise PYQs on this topicDamped, Forced Oscillations & Superposition · 31 questions with solutions
EXAM-DAY CARD

Just see this before the exam

Oscillations
F = −kx
restoring force
v = ω√(a² − y²)
velocity
E = ½mω²a²
energy
T = 2π√(lgeff)
pendulum
T = 2π√(mk)
spring
A = A₀e−bt ÷ 2m
damping
FORMULA SHEET

Whole chapter on one page

Basics

a = −ω²y, ω = 2πT

y = a sin(ωt + φ)

a sin + b cos: A = √(a² + b²)

mean → A2: T12; A2 → A: T6

v & A

v = ω√(a² − y²)

vmax = aω, Amax = ω²a

ω = Amaxvmax

contact lost: ω²A = g

Energy

E = ½mω²a² = ½ka²

U = ½ky²

K = ½k(a² − y²)

K = U at y = a√2

Pendulum

T = 2π√(lgeff)

lift: g ± a; car: √(g² + a²)

liquid: g(1 − σρ)

Tmax = mg[1 + (Al)²]

Spring

T = 2π√(mk), k ∝ 1l

series: 1k = 1k₁ + 1k₂

parallel: k = k₁ + k₂

added at mean: AA′ = √(M + mM)

Others

floating: T = 2π√(lg)

U-tube: T = 2π√(hg)

bowl: T = 2π√(R − rg)

damped: A = A₀e−bt ÷ 2m

TOP MISTAKES

Avoid these = easy marks

MISTAKE ✗

Using v = u + at in SHM

K = U at y = a2

Period of a spring depends on g

Mass between two springs taken as series

CORRECT ✓

A is not constant: use v = ω√(a² − y²)

K = U at y = a√2

T = 2π√(mk): no g

Both pull the same way: parallel, k₁ + k₂