Oscillations and Waves IB 12 Oscillation: the vibration of an object Wave: a transfer of energy without a transfer of matter Examples of oscillations: 1. 2. 3. 4. 5. 6. 7. 8. mass on spring (eg. bungee jumping) pendulum (eg. swing) object bobbing in water (eg. buoy, boat) vibrating cantilever (eg. diving board) earthquake bouncing ball musical instruments (eg. strings, percussion, brass, woodwinds, vocal chords) heartbeat Mean Position (Equilibrium Position) – position of object at rest Displacement (x, meters) – distance in a particular direction of a particle from its mean position Amplitude (A or x0, meters) – maximum displacement from the mean position Period (T, seconds) – time taken for one complete oscillation Frequency (f, Hertz) – number of oscillations that take place per unit time Phase Difference – difference in phase between the particles of two oscillating systems Relationship between period and frequency: f 1 T f = cycles/sec T = sec/cycle Angular Frequency - product of 2π times 1. A pendulum completes 10 swings in 8.0 seconds. frequency a) Calculate its period. T = 0.8 s Formula: ω = 2πf ω = 2π/T b) Calculate its frequency. f = 1.25 Hz = 1.3 Hz Symbol: ω Units: rad/sec s-1 c) Calculate its angular frequency. ω = 7.8 rad/s = 7.8 s-1 1 Example of an Oscillating System IB 12 A mass oscillates on a horizontal spring without friction as shown below. At each position, analyze its displacement, velocity and acceleration. Force from the Spring: Fs = -kx restoring force – tends to restore system to equilibrium position – opposite in direction of displacement 1. When is the velocity of the mass at its maximum value? When the displacement = 0 at equilibrium position 2. When is the acceleration of the mass at its maximum value? When the displacement and force = max at extreme positions 2 The Displacement Function IB 12 A mass on a spring is allowed to oscillate up and down about its mean position without friction. Two traces of the displacement (x) of the mass versus time (t) are shown. Initial condition: starts at mean position Function: x = x0 sin ωt Initial condition: starts at amplitude position Function: x = x0 cos ωt Analyzing the Displacement Function 1. Analyze the displacement function shown at right. a) What is the amplitude? x0 = 0.080 m a) What is the period? T = 4.0 s b) What is the frequency? f = 0.25 Hz c) What is the angular frequency? ω = π/2 s-1 2. What is the displacement of the mass when: a) t = 1.0 s? x = (.080 m)sin (π/2)t x = (.080 m)sin (π/2)(1) = .080 m b) t = 2.0 s? x = (.080 m)sin (π/2)t x = (.080 m)sin (π/2)(2) = 0 c) t = 2.5 s? e) Write the displacement function. x = (.080 m)sin (π/2)t x = (.080 m)sin (π/2)t x = (.080 m)sin (π/2)(2.5) = .080 sin (3.926…) = -0.057 m (RADIAN MODE!!!) 3 Velocity and Acceleration for Simple Harmonic Motion IB 12 a) Displacement Function b) Velocity Function c) Acceleration Function Defining Equation for SHM: a 2 ( x0 sin t ) a 2 x a x Negative Sign: 1. acceleration is in opposite direction of displacement 2. directed back towards mean position Simple Harmonic Motion (SHM) – motion that takes place when the acceleration of an object is proportional to its displacement from its equilibrium position and is always directed toward its equilibrium position 4 IB 12 1. The graph shown at right shows the displacement of an object in SHM. Use the graph to find the: a) period of oscillation b) amplitude of oscillation c) displacement function Alternate Velocity Function d) maximum velocity e) velocity at 1.3 seconds f) maximum acceleration 2. Use the alternate form of the velocity function to find the velocity of the object at 1.3 s. g) acceleration at 1.3 seconds 5 Example of SHM – Mass on a Horizontal Spring IB 12 A mass m oscillates horizontally on a spring without friction, as shown. Is this SHM? Fnet ma Fs ma kx ma k a x m a x Yes this is SHM since a α -x. Angular frequency, period, and frequency for a mass on a spring k x m a 2 x a T 2 T 2 k m k m 2 f 1 1 T 2 m k k m 1. A 2.00 kg mass oscillates back and forth 0.500m from its rest position on a horizontal spring whose constant is 40.0 N/m. a) Calculate the angular frequency, period and frequency of this system. 40.0 2.00 4.47 s 1 2.00 40.0 T 1.40 s -1 T 2 1 1.40 f 0.712 Hz f b) Write the displacement, velocity and acceleration functions for this system. x (0.500) sin(4.47t ) v (2.24) cos(4.47t ) a (9.99) sin(4.47t ) 6 Alternate Forms of the Equations of Motion for SHM IB 12 1. Write the equations of motion for the graphs shown below. 2. Write the equations of motion for the graphs shown below. 3. What is the difference between the motions described by the two sets of equations? #1 - x = 0 at t = 0 #2 – x = x0 at t = 0 4. a) Write the equations of motion for the system whose displacement is shown on the graph at right. b) State two times when the: ii) magnitude of the acceleration is maximum. i) speed is maximum 7 Example of SHM – Simple Pendulum IB 12 1. A mass is allowed to swing freely from the end of a light-weight string. Show that the motion of this simple pendulum is approximately simple harmonic motion. s a g L g a s L a s for small angles sx Fnet ma mg sin ma a g sin for small angles sin a g g a x L a -x 2. Determine the angular frequency, period and frequency for the pendulum. g L g L 2 T 2 f T 2 L g f 1 2 1 T g L 3. A 20.0 g pendulum on an 80.0 cm string is pulled back 5.0 cm and then swings. Determine its: a) angular frequency d) maximum velocity b) displacement function e) maximum acceleration c) velocity function 8 Energy and Simple Harmonic Motion IB 12 A mass oscillates back and forth on a spring. Analyze the energy in the system at each location. When the mass is at its mean position . . . When the mass is at any position . . . 9 IB 12 1. A 2.00 kg mass is oscillating on a spring and its displacement function is shown. a) At what time(s) does the mass have the most kinetic energy? b) Determine the maximum kinetic energy of the mass. c) At what time(s) does the mass have maximum potential energy? Determine this value. d) What is the total energy of the system at 1.5 seconds? e) Determine the kinetic and potential energy of the system at 1.5 seconds. 10 Energy Graphs and SHM IB 12 Energy-Displacement Functions EP 1 m 2 x 2 2 1 EK m 2 x0 2 x 2 2 1 ET m 2 x0 2 2 Energy-Time Functions 1 1 2 m 2 x 2 m 2 x0 sin t 2 2 1 EP m 2 x0 2 sin 2 t 2 EP sin 2 t EP 1 2 1 mv m(v0 cos t ) 2 2 2 1 EK mv0 2 cos 2 t 2 EK cos 2 t EK Note that in simple harmonic motion, the energy of a system is proportional to: 1. mass 2. amplitude squared 3. frequency squared 11 Damping Resonance in Oscillations IB 12 Natural Damping: Frequency a dissipative of Vibration: force actswhen on a asystem systeministhe displaced oppositefrom equilibrium and allowed to oscillate freely, direction it will to do theso direction at its natural of motion frequency of theof oscillating vibrationparticle Forced Oscillations – a system may be forced to oscillate at any given frequency by an outside driving force that is applied to it Effect of damping: system loses energy and amplitude (energy α ampl2) Resonance – a transfer of energy in which a system is subject to an oscillating force that matches the natural frequency of the system resulting in a large amplitude of vibration Sketch the displacement function for a system without and with damping. Amplitude vs. frequency graph for forced oscillations Factors that affect the frequency response and sharpness of curve: 1) frequency of driving force 2) natural frequency of system Without Damping 3) amplitude of driving force With Damping 4) amount of damping Degrees of Damping Light damping (under-damping): small resistive force so only a small percentage of energy is removed each 1. –Sketch frequency for a lightly cycle period the is not affectedresponse – can take damped whose many cycles for system oscillations tonatural die out frequency is 20 Hz that experiences forced oscillations. eg. – car shock absorbers Heavy damping (over-damping): large resistive force – can completely prevent any oscillations from taking place – takes a long time for object to return to mean position eg.- oscillations in viscous fluid Critical damping: intermediate resistive force so time taken for object to return to mean position is minimum – minimal or no “overshoot” eg. – electric meters with pointers, automatic door closers 12 IB 12 13 Waves IB 12 Both pulses and traveling waves: Pulse – single oscillation or disturbance Continuous traveling wave – succession of oscillations (series of periodic pulses) Mechanical Waves: require a medium to transfer energy transfer energy though there is no net motion of the medium through which the wave passes. eg. – sound waves, water waves, waves on strings, earthquake waves Electromagnetic Waves: do not require a medium to transfer energy eg. – light waves, all EM waves A transverse wave is one in which the direction of the oscillation of the particles of the medium is perpendicular to the direction of travel of the wave (the energy). A longitudinal wave is one in which the direction of the oscillation of the particles of the medium is parallel to the direction of travel of the wave (the energy). Example: sound, earthquake P waves Examples: light, violin and guitar strings, ropes, earthquake S waves Compression: region where particles of medium are close together Rarefaction: region where particles of medium are far apart Note that transverse mechanical waves cannot propagate (travel) through a gas – only longitudinal waves can. Displacement (x, meters) – distance in a particular direction of a particle from its mean position Amplitude (A or x0, meters) – maximum displacement from the mean position Period (T, seconds) – time taken for one complete oscillation - time for one complete wave (cycle) to pass a given point Frequency (f, Hertz) – number of oscillations that take place per unit time Wavelength (λ, meters) – shortest distance along the wave between two points that are in phase -the distance a complete wave (cycle) travels in one period. Compare the motion of a single particle to the motion of the wave as a whole (the motion of the energy transfer). Particle Speed: not constant speed = SHM Wave Speed: constant speed v = d/t in time t = 1 period: Average speed: v = d/t in time t = 1 period: v = 4A/T v = λ/T v = (1/T) λ v=fλ 14 1. Motion of the Wave 2. Motion of a Particle λ IB 12 T Control variable: in one medium - wave speed Control variable: across a boundary - frequency Wave speed depends on the properties of the medium, not how fast the medium vibrates. To change wave speed, you must change the medium or its properties. As a wave crosses a boundary between two different media, the frequency of a wave remains constant not the speed or wavelength. Light: Sound: Wavelength is proportional to speed Wavelength is inversely proportional to frequency Waves in Two Dimensions Wavefront – line (or arc) joining neighboring points that have the same phase or displacement Ray – line indicating direction of wave motion (direction of energy transfer). At great distances, the wavefronts are approximately parallel and are known as plane waves. Rays are perpendicular to wavefronts. Intensity - power received per unit area Formula: I = P/A 1. 12 x 10-5 W of sound power pass through each surface as shown. Surface 1 has area 4.0 m2 and surface 2 is twice as far away from the source. Calculate the sound intensity at each location. Symbol: I Units: W/m2 NOTE: for a wave, its intensity is proportional to the square of its amplitude 15 Reflection and Refraction IB 12 Sketch the incident and reflected rays as well as the reflected wavefront. Law of Reflection θi The angle of incidence is equal to the angle of reflection when both angles are measured with respect to the normal line (and the incident ray, reflected ray and normal all lie in the same plane). θr Mirror Refraction: the change in direction of a wave (due to a change in speed) when it crosses a boundary between two different media at an angle Air to glass: Fast to slow = bends toward the normal n1 < n2 v1 > v2 λ1 > λ2 Glass to air: Slow to fast = bends away from the normal n1 > n2 v1 < v2 λ1 < λ2 Refractive Index (Index of refraction)(n): ratio of sine of angle of incidence to sine of angle of refraction, for a wave incident from air sin 1 v1 n sin 2 v2 c n v Snell’s Law: the ratio of the sine of the angle of incidence to the sine of the angle of refraction is a constant, for a given frequency sin 1 n2 v1 1 sin 2 n1 v2 2 n1 sin 1 n2 sin 2 16