All Study Guides Principles of Physics I Unit 14
🍏 Principles of Physics I Unit 14 – Oscillations and WavesOscillations and waves are fundamental to physics, describing repetitive motion and energy transfer. From simple pendulums to complex electromagnetic waves, these concepts explain phenomena in mechanics, sound, and light.
Understanding oscillations and waves is crucial for grasping advanced physics topics. Key ideas include simple harmonic motion, wave properties, and applications in real-world systems like musical instruments and seismic activity.
Key Concepts and Definitions
Oscillation involves repetitive back and forth motion about an equilibrium position
Period T T T represents the time for one complete oscillation cycle
Frequency f f f measures the number of oscillations per unit time, related to period by f = 1 T f = \frac{1}{T} f = T 1
Amplitude A A A defines the maximum displacement from equilibrium position
Angular frequency ω \omega ω relates to frequency by ω = 2 π f \omega = 2\pi f ω = 2 π f
Wave involves propagation of energy through a medium without net transport of matter
Wavelength λ \lambda λ measures the distance between corresponding points on adjacent waves
Wave speed v v v relates to frequency and wavelength by v = f λ v = f\lambda v = f λ
Types of Oscillations
Harmonic oscillation exhibits sinusoidal motion with equal periods and amplitudes
Examples include pendulums and mass-spring systems
Anharmonic oscillation deviates from sinusoidal behavior with varying periods or amplitudes
Linear oscillation involves motion along a straight line (one dimension)
Examples include a mass sliding on a frictionless surface attached to a spring
Angular oscillation involves rotational motion about an axis (two dimensions)
Examples include a torsional pendulum or a swinging pendulum
Coupled oscillation occurs when two or more oscillating systems interact and influence each other's motion
Self-excited oscillation extracts energy from a steady source to sustain motion
Examples include a clock pendulum or a violin string
Simple Harmonic Motion
Simple harmonic motion (SHM) is a special case of periodic motion where restoring force is directly proportional to displacement
Follows the equation F = − k x F = -kx F = − k x , where k k k is the spring constant and x x x is displacement from equilibrium
Period of SHM depends only on mass m m m and spring constant k k k , given by T = 2 π m k T = 2\pi \sqrt{\frac{m}{k}} T = 2 π k m
Displacement x x x varies sinusoidally with time t t t according to x ( t ) = A cos ( ω t + ϕ ) x(t) = A \cos(\omega t + \phi) x ( t ) = A cos ( ω t + ϕ )
A A A is amplitude, ω \omega ω is angular frequency, and ϕ \phi ϕ is initial phase angle
Velocity v v v in SHM is given by v ( t ) = − A ω sin ( ω t + ϕ ) v(t) = -A\omega \sin(\omega t + \phi) v ( t ) = − A ω sin ( ω t + ϕ )
Acceleration a a a in SHM is given by a ( t ) = − A ω 2 cos ( ω t + ϕ ) a(t) = -A\omega^2 \cos(\omega t + \phi) a ( t ) = − A ω 2 cos ( ω t + ϕ )
Acceleration is always directed towards equilibrium position
Energy in Oscillating Systems
Total energy E E E in SHM consists of kinetic energy K K K and potential energy U U U
E = K + U = 1 2 m v 2 + 1 2 k x 2 E = K + U = \frac{1}{2}mv^2 + \frac{1}{2}kx^2 E = K + U = 2 1 m v 2 + 2 1 k x 2
Kinetic energy varies as K = 1 2 m v 2 = 1 2 k A 2 sin 2 ( ω t + ϕ ) K = \frac{1}{2}mv^2 = \frac{1}{2}kA^2 \sin^2(\omega t + \phi) K = 2 1 m v 2 = 2 1 k A 2 sin 2 ( ω t + ϕ )
Potential energy varies as U = 1 2 k x 2 = 1 2 k A 2 cos 2 ( ω t + ϕ ) U = \frac{1}{2}kx^2 = \frac{1}{2}kA^2 \cos^2(\omega t + \phi) U = 2 1 k x 2 = 2 1 k A 2 cos 2 ( ω t + ϕ )
Energy oscillates between kinetic and potential forms, with total energy remaining constant in absence of dissipation
Power P P P measures rate of energy transfer, given by P = F v = − k x v P = Fv = -kxv P = F v = − k xv
Average power over a complete cycle is zero in SHM
Damped and Forced Oscillations
Damped oscillation involves gradual decrease in amplitude due to dissipative forces (friction or resistance)
Follows the equation F = − k x − b v F = -kx - bv F = − k x − b v , where b b b is damping coefficient
Critically damped system returns to equilibrium in shortest time without oscillating
Overdamped system slowly returns to equilibrium without oscillating
Underdamped system oscillates with gradually decreasing amplitude before reaching equilibrium
Forced oscillation occurs when an external periodic force drives the oscillating system
Driving frequency can be different from natural frequency of the system
Resonance occurs when driving frequency matches natural frequency, leading to large amplitude oscillations
Can be beneficial (musical instruments) or destructive (bridge collapse)
Wave Properties and Behavior
Waves transport energy through a medium without net transport of matter
Transverse waves oscillate perpendicular to direction of wave propagation
Examples include light waves and vibrations on a string
Longitudinal waves oscillate parallel to direction of wave propagation
Examples include sound waves and pressure waves in fluids
Reflection occurs when a wave encounters a boundary and reverses direction
Angle of incidence equals angle of reflection
Refraction occurs when a wave changes speed and direction while passing through a boundary between different media
Governed by Snell's law: sin θ 1 v 1 = sin θ 2 v 2 \frac{\sin \theta_1}{v_1} = \frac{\sin \theta_2}{v_2} v 1 s i n θ 1 = v 2 s i n θ 2
Diffraction involves bending of waves around obstacles or through openings
More pronounced when wavelength is comparable to obstacle size
Interference occurs when two or more waves overlap and combine
Constructive interference results in increased amplitude
Destructive interference results in decreased amplitude
Mathematical Descriptions of Waves
Wave equation relates wave speed v v v , wavelength λ \lambda λ , and frequency f f f : v = f λ v = f\lambda v = f λ
Angular wave number k k k measures number of wave cycles per unit distance, given by k = 2 π λ k = \frac{2\pi}{\lambda} k = λ 2 π
Wave function y ( x , t ) y(x,t) y ( x , t ) describes wave shape and propagation: y ( x , t ) = A sin ( k x − ω t + ϕ ) y(x,t) = A \sin(kx - \omega t + \phi) y ( x , t ) = A sin ( k x − ω t + ϕ )
A A A is amplitude, k k k is angular wave number, ω \omega ω is angular frequency, and ϕ \phi ϕ is initial phase angle
Phase velocity v p v_p v p measures speed of a point of constant phase, equal to wave speed v v v
Group velocity v g v_g v g measures speed of a wave packet or envelope, can differ from phase velocity in dispersive media
Intensity I I I measures power per unit area carried by a wave: I = 1 2 ρ v ω 2 A 2 I = \frac{1}{2}\rho v\omega^2 A^2 I = 2 1 ρ v ω 2 A 2
ρ \rho ρ is density of the medium, v v v is wave speed, ω \omega ω is angular frequency, and A A A is amplitude
Applications and Real-World Examples
Musical instruments rely on oscillations of strings, air columns, or membranes to produce sound waves
Guitar strings exhibit transverse standing waves with nodes at fixed ends
Organ pipes and flutes produce longitudinal standing waves in air columns
Seismic waves from earthquakes include both transverse (S-waves) and longitudinal (P-waves) components
P-waves travel faster and arrive first, while S-waves cause more damage due to larger amplitudes
Electromagnetic waves, including light and radio waves, are transverse waves that can propagate through vacuum
Different frequencies correspond to different parts of the electromagnetic spectrum (radio, microwave, infrared, visible, ultraviolet, X-ray, gamma)
Doppler effect occurs when a wave source or observer is moving relative to the medium
Observed frequency increases when source and observer move towards each other
Observed frequency decreases when source and observer move away from each other
Interferometry uses wave interference to make precise measurements of distances or changes in distance
Applications include gravitational wave detection (LIGO) and measuring surface flatness in manufacturing