Skip to content
Dabour HubLEARN · PRACTICE · EXPLORESign inStudent

Theme C — Wave Behaviour

C.4.3 Boundary Conditions for Standing Waves — IB Physics HL Revision Notes & Topical Questions

5 min read 9 parts Lesson 29 of 37 1 quiz

📚 IB Physics HL Hub / Topical Revision
🩺
100% Curriculum Specification Match Lesson Doctor Verified
The only platform with 100% curriculum specification match and verified interactive question banks.
Curriculum Equation Key Wave Speed & Doppler Effect FormulasFast Exam Solution
v = f × λ | f_obs = f × (v ± v_o) / (v ∓ v_s) | T = 1 / f
0%read
Lesson summary

C.4.3 Boundary Conditions for Standing Waves — IB PHYSICS SL notes: Decide whether a boundary imposes a node or an antinode and predict the allowed standing-wave patterns for strings and pipes.Boundary conditions — constraints at the edges of the medium that decide where nodes an…

  • Allowed patterns
  • Unsustained waves
  • Number of nodes
  • Possible boundaries
  • String fixed at both ends
  • Natural frequencies

Part 1 of 7Why boundaries matter

Boundary conditions
  • Boundary conditions constraints at the edges of the medium that decide where nodes and antinodes must lie
Allowed patterns
  • Allowed patterns they decide which wavelengths, and so which frequencies, are possible
Media
  • Media standing waves form on strings and in pipes when a progressive wave superposes with its reflection
Unsustained waves
  • Unsustained waves waves that fail the conditions are not sustained, because the reflected wave does not reinforce the incident wave
Number of nodes
  • Number of nodes it depends on the frequency of the progressive waves and on the boundary conditions

Part 2 of 7Strings

1Possible boundaries
  • Possible boundaries fixed at both ends, free at both ends, or one end fixed and one free
2Fixed end
  • Fixed end the string cannot move there, so there must be a node
  • Examples are a string clamped at a wall or the bridge of a guitar.
  • The reflected wave is in antiphase (a phase change of π) and cancels the incident wave at the end.
3Free end
  • Free end the end moves freely, so an antinode forms and the wave reflects in phase without inversion
  • An example is a ring sliding on a rod.
4String fixed at both ends
  • String fixed at both ends a node lies at each end, so an integer number of half-wavelengths fits the length, L = nλ/2
5Natural frequencies
  • Natural frequencies at these specific frequencies standing waves with different numbers of nodes and antinodes form
6What sets the frequency
  • What sets the frequency the tension, adjusted by tuning pegs, and the mass per unit length, which is why guitar strings have different thicknesses

Part 3 of 7Pipes

Possible boundaries
  • Possible boundaries closed at both ends, open at both ends, or closed at one end and open at the other
Closed end
  • Closed end it is a displacement node because air cannot move through the stopper or wall
  • The reflected wave is in antiphase with the incident wave and they cancel.
Open end
  • Open end it is a displacement antinode because air is free to move
  • The reflected wave is in phase and the amplitudes add.
End correction
  • End correction in reality the antinode lies slightly beyond the pipe, but this is ignored unless stated
Pipe open at both ends
  • Pipe open at both ends antinodes at both ends
Pipe closed at one end
  • Pipe closed at one end a node at the closed end and an antinode at the open end
Length relation
  • Length relation a pipe closed at one end has L = λ/4 for its lowest pattern, not λ/2

Part 4 of 7Reflection and phase

1String reflection
  • String reflection a wave reflected from a fixed end changes phase by π, and there is no change at a free end
2Pressure in a pipe
  • Pressure in a pipe an open end reflects a compression as a rarefaction, and a closed end reflects a compression as a compression
  • The open end is a pressure node and the closed end is a pressure antinode.
  • This is the opposite of the displacement picture.
3Two strings joined
  • Two strings joined a thicker string acts like a nearly fixed end for the thinner string and inverts the reflected pulse
  • A thinner string behaves more like a free end.

Part 5 of 7Finding the allowed patterns

1
Sketch the medium.
2
Put a node or an antinode at each end according to the boundary type.
3
Draw the simplest pattern that fits between the ends.
4
Draw the patterns with additional nodes.
5
Count how many half-wavelengths or quarter-wavelengths fit and write L as a multiple of them.
6
Find the wavelength, then the frequency from f = v/λ.
Speed
  • Speed use about 340 m s−1 for sound in air at room temperature and the given speed for a string
Estimate check
  • Estimate check a longer string or pipe must give a lower note

Part 6 of 7Resonance in a closed pipe

Driven pipe
  • Driven pipe a pipe closed at one end driven by a loudspeaker at the open end resonates strongly where the closed end is a node and the open end an antinode
Shortening
  • Shortening each resonant frequency rises in proportion
Slide whistle
  • Slide whistle it changes pitch continuously by varying the length of the air column

Part 7 of 7More from the specification

More from the specification
Boundary resonance scale
  • Boundary resonance scale fixed or open physical terminal boundaries determine harmonic standing wavelengths observable across laboratory experimental scale.
Free and Forced Oscillations
  • An oscillating system undergoes free oscillations at its natural resonant frequency when displaced and released,
  • whereas forced oscillations occur when a periodic driving force continuously transfers energy to the oscillator.
Damping in Harmonic Systems
  • Damping forces oppose motion in an oscillating system, removing mechanical energy and causing the amplitude of harmonic oscillations to decay over time through light, critical,
  • or heavy damping.
Resonance and Standing Wave Harmonics
  • When the driving frequency matches the natural frequency of an oscillator, resonance occurs, yielding peak energy transfer;
    • standing waves form from the superposition of opposing travelling waves, establishing discrete boundary-dependent frequencies known as harmonics.
Free and Forced Oscillations
  • An oscillating system undergoes free oscillations at its natural resonant frequency when displaced and released,
  • whereas forced oscillations occur when a periodic driving force continuously transfers energy to the oscillator.
Damping in Harmonic Systems
  • Damping forces oppose motion in an oscillating system, removing mechanical energy and causing the amplitude of harmonic oscillations to decay over time through light, critical,
  • or heavy damping.
Resonance and Standing Wave Harmonics
  • When the driving frequency matches the natural frequency of an oscillator, resonance occurs, yielding peak energy transfer;
    • standing waves form from the superposition of opposing travelling waves, establishing discrete boundary-dependent frequencies known as harmonics.
Forced oscillation
  • Oscillation caused by a periodic driving force
Heavy damping
  • Damping greater than critical, giving a slow return without oscillation
Resistive force
  • Friction and drag opposing motion.
Damping
  • Energy loss to friction that reduces amplitude.
Oscillation
  • Repeated back-and-forth motion.
Harmonic
  • Resonant mode of a stationary wave, with frequency a whole-number multiple of the fundamental where allowed.
Equilibrium
  • State with zero net force.
Stationary
  • Not moving.
Force
  • A push or pull measured in newtons.
Driving frequency
  • The frequency of the periodic external force
Equilibrium position
  • Position where the net force is zero.

Key terms

TermMeaning
Boundary conditionConstraint at an edge fixing whether there is a node or antinode.
Fixed endPoint that cannot move, so a node.
Free endPoint free to move, so an antinode.
Open pipe endDisplacement antinode.
Closed pipe endDisplacement node.

Avoid these mistakes

1
Placing an antinode at a closed end of a pipe — the displacement there is zero.
2
Forgetting that reflection from a fixed end inverts the wave.
3
Mixing up pressure nodes and displacement nodes.
4
Using L = λ/2 for a pipe closed at one end instead of L = λ/4.
5
Thinking boundary conditions are optional — only waves that fit them persist.

Last updated:

\n