Chapter Summary
13.1 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:
[latex]F = - \text{kx} ,[/latex]
where [latex]F[/latex] is the restoring force, [latex]x[/latex] is the displacement from equilibrium or deformation, and [latex]k[/latex] is the force constant of the system.
- Elastic potential energy [latex]\text{PE}_{\text{el}}[/latex] stored in the deformation of a system that can be described by Hooke’s law is given by
[latex]\text{PE}_{\text{el}} = \left(\right. 1 / 2 \left.\right) \textit{kx}^{2} .[/latex]
13.2 Period and Frequency in Oscillations
- Periodic motion is a repetitious oscillation.
- The time for one oscillation is the period [latex]T[/latex].
- The number of oscillations per unit time is the frequency [latex]f[/latex].
- These quantities are related by [latex]f = \frac{1}{T} .[/latex]
13.3 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 [latex]X[/latex]. The period [latex]T[/latex] and frequency [latex]f[/latex] of a simple harmonic oscillator are given by[latex]T = 2π \sqrt{\frac{m}{k}}[/latex] and [latex]f = \frac{1}{2π} \sqrt{\frac{k}{m}}[/latex], where [latex]m[/latex] is the mass of the system.
- Displacement in simple harmonic motion as a function of time is given by [latex]x \left(\right. t \left.\right) = X \text{cos} \frac{2π t}{T} .[/latex]
- The velocity is given by[latex]v \left(\right. t \left.\right) = - v_{\text{max}} \text{sin} \frac{2π \text{ t}}{T}[/latex], where[latex]v_{\text{max}} = \sqrt{k / m} X[/latex].
- The acceleration is found to be [latex]a \left(\right. t \left.\right) = - \frac{kX}{m} \text{ cos } \frac{2π t}{T} .[/latex]
13.4 The Simple Pendulum
- A mass [latex]m[/latex] suspended by a wire of length [latex]L[/latex] is a simple pendulum and undergoes simple harmonic motion for amplitudes less than about [latex]\text{15}º .[/latex]The period of a simple pendulum is
[latex]T = 2π \sqrt{\frac{L}{g}} ,[/latex]
where [latex]L[/latex] is the length of the string and [latex]g[/latex] is the acceleration due to gravity.
13.5 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:
[latex]\frac{1}{2} \text{mv}^{2} + \frac{1}{2} \text{kx}^{2} = \text{ constant}.[/latex]
- 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:
[latex]v_{\text{max}} = \sqrt{\frac{k}{m}} X .[/latex]
13.6 Uniform Circular Motion and Simple Harmonic Motion
A projection of uniform circular motion undergoes simple harmonic oscillation.
13.7 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.
13.8 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.
13.9 Waves
- A wave is a disturbance that moves from the point of creation with a wave velocity [latex]v_{\text{w}}[/latex].
- A wave has a wavelength [latex]\lambda[/latex], 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 [latex]v_{\text{w}} = \frac{\lambda}{T}[/latex] or [latex]v_{\text{w}} = fλ .[/latex]
- 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.
13.10 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 [latex]f_{1}[/latex] and [latex]f_{2}[/latex] are superimposed. The resulting amplitude oscillates with a beat frequency given by [latex]f_{\text{B}} = \mid f_{1} - f_{2} \mid .[/latex]
13.11 Energy in Waves: Intensity
Intensity is defined to be the power per unit area: [latex]I = \frac{P}{A}[/latex] and has units of [latex]\text{W}/\text{m}^{2}[/latex].