SHM, Circular Motion Flashcards

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1
Q

[def] Period, T

A

Time taken for one complete circuit
UNIT: s

T=1/f

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2
Q

[def] Frequency, f

A

Number of cycles per unit second
UNIT: Hz

f= 1/T

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3
Q

[def] Radian

PUT CALCULATOR IN RAD MODE

A

a unit of measurement equal to (180/pi) degrees ~ 57.3 degrees
Equivalent to the angle subtended at the center of a circle by an arc of equal length to the radius

UNIT: rad

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4
Q

[def] Angular velocity, ω

A

The rate of change of ϴ
ie the angle swept out by the radius per second

UNIT: rad s-1

ω includs word ANGULAR (instead of linear speed = v)

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5
Q

Angular velocity equations (x2) simple ones!

A

ω = ϴ /t

ω = 2πf

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6
Q

centripetal force

A

resultant force towards the center, acting on a body moving at constant speed in a circle

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7
Q

Types of centripetal force (x4)

A

weight
tension
normal contact force
friction

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8
Q

Objects in circular motion are _________ because…

A

Objects in circular motion are ACCELERATING because their direction is always changing

(Centripetal) acceleration directed towards the center

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9
Q

Linear speed or velocity of an object in circular motion, v

A

TANGENTIAL to centripetal force

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10
Q

Satellites in orbit explained (x3 points)

A

continually falling towards earth

weight = centripetal force

Curvature of the earth = never closer to earth

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11
Q

[def] simple harmonic motion

A

SHM occurs when an object moves such that:

  1. Its acceleration is always directed towards a fixed point
  2. Acceleration is proportional to its distance from the fixed point

[acceleration is equal to negative ddisplacement]

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12
Q

SHM acceleration equation

A

a = -(ω^2)x

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13
Q

SHM Period, T, of an oscillating body

A

Time taken to complete one cycle
UNIT: s

T= 1/f = 2π/ω

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14
Q

SHM Amplitude, A

A

The maximum value of the object’s displacemend from the equilibrium position

UNIT: m

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15
Q

SHM T and A relationship

A

Time period (T) INDEPENDENT of amplitude (A)

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16
Q

SHM pendulum: middle of swing:
v?
a?
x?

A
v= max
a = zero
x = zero
17
Q

SHM pendulum: top of one swing:
v?
a?
x?

A

v: zero
x: max (+ve)
a: max (-ve)

if x -ve, then a +ve

18
Q

[def] phase

A

the phase of an oscillation is the angle (ωt + ε) in the equation x= A cos(ωt + ε)
ε = phase constant

19
Q

Phase constant, ε

A

How much the graph is shifted.

Can calculate if other variables are known

20
Q

switch from sin graphs to cos graphs

A

cos–> (+π) –> sin
^ v
^ v
cos

21
Q

Displacement and velocity SHM equations

[given]

A

v= -Aωsin(ωt + ε)
x= A cos(ωt + ε)
sin and cos can be switched depending on starting point

22
Q

velocity SHM equation WITH AMPLITUDE

not given in data booklet

A

(v^2) = (ω^2)*(A squared - x squared)

23
Q

SHM total vibrational energy

A

Total vibrational energy=½ (m * ω^2 * A^2)

This value is constant, irrelevant to T

24
Q

SHM KE equation

A
KE= ½ m v^2
KE= ½ m (A^2 * ω^2 * sin^2(ωt))
25
Q

SHM Ep equation (potential energy)

A
Ep  =        ½ k       *        x^2
Ep =  (½ m * ω^2)*(A^2 * cos^2(ωt))
26
Q

SHM KE GPE graph: Amplitude

A

Max GPE = Min KE, same total energy

[Single parabola, GPE y=x^2, KE = sad face]
see notes
http://tap.iop.org/vibration/shm/305/page_46596.html

27
Q

SHM KE GPE graph: Total energy

A

Max GPE = Min KE, same total energy

[like cos graph sin graph because the shapes repeat]
see notes
http://www.cyberphysics.co.uk/topics/shm/shmEnergy.html

28
Q

[def] Free Oscillations [aka natural oscillations]

A

When an oscillatory system is displaced and released

  • -> no external driving force once in motion
  • -> frequency of free oscillations = natural frequency
29
Q

[def] Damping

A

Amplitude of free oscillations is reduced because of resistive forces

30
Q

[def] Critical Damping

and one EG

A

When the resistive forces on the system are just large enough to prevent oscillations occurring at all when the system is displaced and released

EG Vehicle suspensions: aim to quickly return to equilibrium

31
Q

Damping: X3 types

A

Light Damping: amplitude gradually reduced
Over Damping: returns to equilibrium without oscillation
Critical Damping: returns to equilibrium ASAP without oscillation

32
Q

Damping: impact on natural frequency

A

Increased damping = decreased natural frequency

THINK GRAPH:
https://i.stack.imgur.com/c0FQ1.jpg

33
Q

Light damping graph equation

A-t graph

A

x = Ao * e^(-λt) * cos(ωt + ε)

34
Q

[def] forced oscillations

A

a sinusoidally varying DRIVING FORCE is applied, causing the system to oscillate with the frequency of the applied force
[when a periodic force is applied]

35
Q

[def] resonance

A

Occurs when the periodic force equals the natural frequency

This makes the amplitude of the resulting oscillations very large

36
Q

Resonance

- + + +

A
  • BAD on millennium bridge
    + GOOD for MRIs (magnetic resonance imaging)
    + GOOD for playgroud swings
    + GOOD for microwave cooking