Waves formula sheet, Study notes of Physics

Vibrations and waves sheet in simple harmonic motion, anatomy and types of waves, waves speed, wave properties and standing waves.

Typology: Study notes

2021/2022

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Vibrations and Waves Summary Sheet
Chapters 11 and 12
Anatomy and Ty pes of Waves
trough
crest
wavelength
amplitude
wavelength
extensions
compressions
Simple Harmonic Motion
m
m
m
m
m
Amplitude (A), max PE
Amplitude (A), max PE
Equilibrium (x = o), max KE
x = A sin(2πft)
or
x = A cos(2πft)
xmax = A
v = vmax(1-x2/A2)1/2
vmax = A (k/m)1/2
a = amaxcos(2πft)
amax = kA/m
T = 2π(m/k)1/2
f = 1/T
Etotal = ½ kx2 + ½ mv2
F = kx
m
m
m
T = 2π(l/g)1/2
Note: period not
dependent on mass
or amplitude
Notation
A = amplitude
f = frequency
T = period
x = displacement
v = speed
a = acceleration
t = time
m = mass
F = force on spring
k = spring constan t
l = pendulum length
g = 9.8m/s2
Wave Speed
v = λf general equation
l
m
F
v
ñ
E
v
T
=
=
v = wave speed
λ = wavelength
f = frequency
E = elastic modulus
ρ = density
FT = tension in string
l = length of string
m = mass of string
Using material
properties
(longitudinal)
Waves on a
string
(transverse)
Wave Properties
Reflection – upon encountering a new medium, a pulse or wave may “bounce” back
Transmission upon encounteri ng a new medium, a portion of the wave continues into the new medium
Interference – occurs when mul tiple waves interact
Principle of superposition – to find the resulting wave, the disp lacements of each wave are added
Constructive – resulting amplitud e is greater than either Destructive – resulting amplitude is less than
pulse’s/wave’s amplitude either pulse’s/wave’s ampl itude
Refractionwave changes direction due to a Diffraction – wave bends when it encounters
change in the medium through which it travels a barrier
Fixed end
Free end
θi
θr
Angle of incidence
equals angle of
reflection
Less dense to more de nse: amplitude decreases, wave slows
More dense to less dense: amplitude inc reases, wave spe eds up
Example:
Pulses on a
string
Example: water
waves hitting a
barrier
Example:
Pulses on string
pf2

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Vibrations and Waves Summary Sheet

Chapters 11 and 12 Anatomy and Types of Waves trough wavelength crest amplitude wavelength extensions compressions Transverse Wave Longitudinal Wave Simple Harmonic Motion m m m m m Amplitude (A), max PE Amplitude (A), max PE Equilibrium (x = o), max KE

x = A sin(2πft)

or

x = A cos(2πft)

xmax = A v = vmax( 1 - x^2 /A^2 )1/ vmax = A (k/m)1/

a = amaxcos(2πft)

amax = kA/m

T = 2π(m/k)1/

f = 1/T Etotal = ½ kx^2 + ½ mv^2 F = kx m m m

T = 2π(l/g)

1/ Note: period not dependent on mass or amplitude Notation A = amplitude f = frequency T = period x = displacement v = speed a = acceleration t = time m = mass F = force on spring k = spring constant l = pendulum length g = 9.8m/s^2 Wave Speed v = λf general equation l m

F

v ñ

E

v =^ T

v = wave speed λ = wavelength f = frequency E = elastic modulus ρ = density FT = tension in string l = length of string m = mass of string Using material properties (longitudinal) Waves on a string (transverse) Wave Properties Reflection – upon encountering a new medium, a pulse or wave may “bounce” back Transmission – upon encountering a new medium, a portion of the wave continues into the new medium Interference – occurs when multiple waves interact Principle of superposition – to find the resulting wave, the displacements of each wave are added Constructive – resulting amplitude is greater than either Destructive – resulting amplitude is less than pulse’s/wave’s amplitude either pulse’s/wave’s amplitude Refraction wave changes direction due to a Diffraction – wave bends when it encounters change in the medium through which it travels a barrier Fixed end (^) Free end θi θr Angle of incidence equals angle of reflection Less dense to more dense: amplitude decreases, wave slows More dense to less dense: amplitude increases, wave speeds up Example: Pulses on a string Example: water waves hitting a barrier Example: Pulses on string

Vibrations and Waves Summary Sheet

Chapters 11 and 12 Standing Waves; Resonance In class we saw that if you fix one end of a string or long spring and send a wave down from the other end the wave reflects and interferes with the wave being sent. At particular frequencies we observed a special event – the wave appeared to be standing rather than moving. Doppler Effect Observers are stationary; sound source is moving Sound source is stationary; observer is moving Damped Harmonic Motion Curve A represents overdamping – system is brought to equilibrium over a long period of time. Curve B represents critical damping – system is brought to equilibrium over a shorter period of time. Curve C represents underdamping – system undergoes several oscillations before reaching equilibrium. Often we design for critical damping – situation that brings the system back to equilibrium in a short period of time without any oscillations. Example: the car shock absorber.

f f

f f

f

f

f

f

v

v

v

v

v

v

v

v

o o s s Fundamental or 1 st^ harmonic 2 nd^ overtone or 3 rd^ harmonic 1 st^ overtone or 2 nd^ harmonic

v wavespeed

v observer speed

v source speed

source frequency

new frequency

o s

f

f