Skip to ContentGo to accessibility pageKeyboard shortcuts menu
OpenStax Logo
College Physics 2e

Section Summary

College Physics 2eSection Summary

16.1 Hooke’s Law: Stress and Strain Revisited

  • An oscillation is a back and forth motion of an object between two points of deformation.
  • An oscillation may create a wave, which is a disturbance that propagates from where it was created.
  • The simplest type of oscillations and waves are related to systems that can be described by Hooke’s law:
    F=kx,F=kx,

    where FF is the restoring force, xx is the displacement from equilibrium or deformation, and kk is the force constant of the system.

  • Elastic potential energy PEelPEel stored in the deformation of a system that can be described by Hooke’s law is given by
    PE el = ( 1 / 2 ) kx 2 . PE el = ( 1 / 2 ) kx 2 .

16.2 Period and Frequency in Oscillations

  • Periodic motion is a repetitious oscillation.
  • The time for one oscillation is the period TT.
  • The number of oscillations per unit time is the frequency ff.
  • These quantities are related by
    f = 1 T . f = 1 T .

16.3 Simple Harmonic Motion: A Special Periodic Motion

  • Simple harmonic motion is oscillatory motion for a system that can be described only by Hooke’s law. Such a system is also called a simple harmonic oscillator.
  • Maximum displacement is the amplitude XX. The period TT and frequency ff of a simple harmonic oscillator are given by

    T=mkT=mk and f=1kmf=1km, where mm is the mass of the system.

  • Displacement in simple harmonic motion as a function of time is given by x ( t ) = X cos t T . x ( t ) = X cos t T .
  • The velocity is given by v(t)= vmax sin tTv(t)= vmax sin tT, where vmax =k/mX vmax =k/mX.
  • The acceleration is found to be a ( t ) = kX m cos t T . a ( t ) = kX m cos t T .

16.4 The Simple Pendulum

  • A mass mm suspended by a wire of length LL is a simple pendulum and undergoes simple harmonic motion for amplitudes less than about 15º.15º.

    The period of a simple pendulum is

    T=Lg,T=Lg,

    where LL is the length of the string and gg is the acceleration due to gravity.

16.5 Energy and the Simple Harmonic Oscillator

  • Energy in the simple harmonic oscillator is shared between elastic potential energy and kinetic energy, with the total being constant:
    1 2 mv 2 + 1 2 kx 2 = constant. 1 2 mv 2 + 1 2 kx 2 = constant.
  • Maximum velocity depends on three factors: it is directly proportional to amplitude, it is greater for stiffer systems, and it is smaller for objects that have larger masses:
    v max = k m X . v max = k m X .

16.6 Uniform Circular Motion and Simple Harmonic Motion

A projection of uniform circular motion undergoes simple harmonic oscillation.

16.7 Damped Harmonic Motion

  • Damped harmonic oscillators have non-conservative forces that dissipate their energy.
  • Critical damping returns the system to equilibrium as fast as possible without overshooting.
  • An underdamped system will oscillate through the equilibrium position.
  • An overdamped system moves more slowly toward equilibrium than one that is critically damped.

16.8 Forced Oscillations and Resonance

  • A system’s natural frequency is the frequency at which the system will oscillate if not affected by driving or damping forces.
  • A periodic force driving a harmonic oscillator at its natural frequency produces resonance. The system is said to resonate.
  • The less damping a system has, the higher the amplitude of the forced oscillations near resonance. The more damping a system has, the broader response it has to varying driving frequencies.

16.9 Waves

  • A wave is a disturbance that moves from the point of creation with a wave velocity vwvw.
  • A wave has a wavelength λλ, which is the distance between adjacent identical parts of the wave.
  • Wave velocity and wavelength are related to the wave’s frequency and period by v w = λ T v w = λ T or v w = . v w = .
  • A transverse wave has a disturbance perpendicular to its direction of propagation, whereas a longitudinal wave has a disturbance parallel to its direction of propagation.

16.10 Superposition and Interference

  • Superposition is the combination of two waves at the same location.
  • Constructive interference occurs when two identical waves are superimposed in phase.
  • Destructive interference occurs when two identical waves are superimposed exactly out of phase.
  • A standing wave is one in which two waves superimpose to produce a wave that varies in amplitude but does not propagate.
  • Nodes are points of no motion in standing waves.
  • An antinode is the location of maximum amplitude of a standing wave.
  • Waves on a string are resonant standing waves with a fundamental frequency and can occur at higher multiples of the fundamental, called overtones or harmonics.
  • Beats occur when waves of similar frequencies f1f1 and f2f2 are superimposed. The resulting amplitude oscillates with a beat frequency given by
    f B = f 1 f 2 . f B = f 1 f 2 .

16.11 Energy in Waves: Intensity

Intensity is defined to be the power per unit area:

I=PAI=PA and has units of W/m2W/m2.

Order a print copy

As an Amazon Associate we earn from qualifying purchases.

Citation/Attribution

This book may not be used in the training of large language models or otherwise be ingested into large language models or generative AI offerings without OpenStax's permission.

Want to cite, share, or modify this book? This book uses the Creative Commons Attribution License and you must attribute OpenStax.

Attribution information Citation information

© Jan 19, 2024 OpenStax. Textbook content produced by OpenStax is licensed under a Creative Commons Attribution License . The OpenStax name, OpenStax logo, OpenStax book covers, OpenStax CNX name, and OpenStax CNX logo are not subject to the Creative Commons license and may not be reproduced without the prior and express written consent of Rice University.