HL IB Physics Standing Waves & Resonance Notes
Standing Waves
Formation of Standing Waves
Produced by two waves traveling in opposite directions.
Achieved via superposition of a traveling wave with its reflection.
Resultant wave pattern has crests and troughs moving vertically.
Necessary Conditions for Standing Waves
Two waves must travel along the same line with:
Same Wavelength
Similar Amplitude
Resulting wave is stationary with energy stored instead of transfer.
Comparison of Progressive and Standing Waves
Progressive Waves: Transfer energy.
Standing Waves: Store energy; do not transfer it.
Nodes & Antinodes
Definition
Nodes: Points of zero amplitude, separated by $ rac{1}{2} ext{λ}$.
Antinodes: Points of maximum amplitude, oscillating vertically.
Oscillation Explanation
Nodes:
In anti-phase (destructive interference).
Antinodes:
In phase (constructive interference).
Phase Relationship
Points with odd nodes are in anti-phase.
Points with even nodes are in phase.
All points in a loop are in phase.
Boundary Conditions
Definition: Conditions under which standing waves form on strings or in pipes.
Strings:
Can be fixed at both ends, free at both ends, or one end fixed and one free.
Frequency depends on string tension and mass per unit length.
Pipes:
Can be closed at both ends, open at both ends, or one open and one closed.
Nodes occur at closed ends; antinodes at open ends.
Harmonics
Definition: Specific wave patterns forming at distinct frequencies dependent on boundary conditions.
For Strings:
First harmonic (fundamental): 1 loop, 2 nodes.
Wavelength: $ ext{λ} _1 = 2L$
Frequency: $f_1 = rac{v}{2L}$
Subsequent harmonics increase complexity, each having distinct numbers of nodes and antinodes.
General formula for wavelength: $ ext{λ}_n = rac{2L}{n}$.
For Pipes:
Open at both ends: first harmonic has 2 antinodes.
Open at one end: only odd harmonics appear with unique loop patterns.
General wavelength for odd harmonics: $ ext{λ}_n = rac{4L}{n}$, where $n$ is an odd integer.
Resonance
Definitions: Occurs when the driving frequency equals the natural frequency of a system.
Types of Oscillations:
Free Oscillations: Occur without external forces, oscillating at natural frequency.
Forced Oscillations: Energy input from an external force sustains oscillations.
Resonance: Maximal energy transfer occurs at equal driving and natural frequency, producing maximum amplitude.
Example: Swinging to the right frequency yields maximum height.
Damping
Definition: The reduction in energy and amplitude of oscillations due to resistive forces.
Types of Damping:
Light Damping: Exponentially decreasing amplitude over time with constant frequency.
Critical Damping: Returns to equilibrium fastest without oscillation.
Heavy Damping: Returns to equilibrium slowly.
Oscillation Graphs:
Lightly damped oscillations show gradual amplitude decay.
Critically damped systems return to equilibrium quickly, shown by steep curves.
Heavily damped systems show very gradual return with zero oscillations.
Effects of Damping on Resonance
As damping increases:
Amplitude of resonance decreases and resonance peak broadens.
Natural frequency remains unchanged by damping.
Key Features:
Resonance peaks are lower and shift left on the graph with increased damping.
Provides a broader range of frequencies at resonance but reduces amplitude.