2023-2024 As.1 PPT Ch18+oscillations
2023-2024 As.1 PPT Ch18+oscillations
2023-2024 As.1 PPT Ch18+oscillations
OSCILLATIONS
18.1 FREE AND FORCED OSCILLATION
Free Oscillation :
Damped Oscillation
❑ Due to damping, the amplitude of oscillation reduces with time.
❑ Damping/ external forces like friction, air resistance and other resistive forces.
18.1 FREE AND FORCED OSCILLATION
Forced Oscillation
❑ pendulum
(+ ) max
displacement
(- ) max
displacement
18.3 DESCRIBING THE OSCILLATION
❑ Maximum displacement
❑ Maximum acceleration
❑ Minimum speed (reverses its direction)
❑ Minimum displacement
❑ Minimum acceleration
❑ Maximum speed (reverses its direction)
18.3 DESCRIBING THE OSCILLATION
Maximum displacement of a particle Time taken to make one complete Number of oscillation per unit time
from its equilibrium position oscillation
18.3 DESCRIBING THE OSCILLATION
The point that an oscillating particle The difference in the phases of two oscillating particles
has reached within the complete measured in degrees or radians
cycle of an oscillation
18.4 SIMPLE HARMONIC MOTION
Motion of
❑ Constant amplitude
❑ Acceleration is proportional and oppositely directed to the
displacement of the body from a position of equilibrium
a ∝ -x
2. SIMPLE HARMONIC MOTION
The restoring force is the force that brings the object back to its equilibrium position
❑ When displacement maximum ❑ When displacement positive (upwards)
➢ Max acceleration ➢ Acceleration and force will be negative (downwards)
➢ Max force
𝑦 𝑥
3. EQUATIONS OF SHM sin 𝜃 = cos 𝜃 =
𝑅 𝑅
a. Equations of displacement (X)
y = A sinωt
Maximum displacement = A
y = A sinωt
Maximum displacement = A
𝑣 = ±𝜔 𝐴2 − 𝑦 2 vmax = ωA
V = velocity at time t (m)
v = ωA cosωt
𝑣 = ±𝜔 𝐴2 − 𝑦 2
3. EQUATIONS OF SHM
c. Equations of acceleration (v)
amax = -ω2A
4. ENERGY CHANGE IN S.H.M
1 2 1
KEMAX = PE + KE KEMAX = 𝑚𝑣𝑚𝑎𝑥 = 𝑚𝜔2 𝐴2
2 2
1 1
mω2 A2 = PE + mω2 (A2 −y 2 )
2 2
1
PE = mω2 y 2
2
5. PENDULUM AND S.H.M
Period of Oscillation
k
ω = m
m
𝑇 = 2π k
The length of nylon rope from which a mountain climber is suspended has a
force constant of 1.40 × 104N/m
(a) What is the frequency at which he bounces, given his mass and the mass of
his equipment are 90.0 kg?
7. DAMPED OSCILLATIONS
Amplitude of the oscillation decrease as the friction transfer energy away
Damping Force :
FD = −bv b = damping coefficient
𝐹 = m. a
−kx − bv = m. a
m. a + bv + kx = 0
𝑑2 𝑥 𝑑𝑥
m. 𝑑𝑡 2 + b 𝑑𝑡 + kx = 0
7. DAMPED OSCILLATIONS
Solution for the equation : 𝑥 = 𝑒 𝝀𝑡
𝑑𝑥
= λ𝑒 λ𝑡
𝑑𝑡
𝑑2 𝑥
= λ2 𝑒 λ𝑡
𝑑𝑡 2
mλ2 𝑒 λ𝑡 + bλ𝑒 λ𝑡 + k𝑒 λ𝑡 = 0
𝑏 𝑘
λ2 𝑒 λ𝑡 + 𝑚 λ𝑒 λ𝑡 + 𝑚 𝑒 λ𝑡 = 0
𝑏 𝑘
λ2 + 𝑚 λ + 𝑚 = 0
𝑑2 𝑥 𝑑𝑥 𝑏 𝑏2 𝑘 −𝑏 ± 𝑏2 − 4𝑘𝑚
m 𝑑𝑡 2 + b 𝑑𝑡 + kx = 0 −𝑚 ± − 4 =
𝑚2 𝑚 2𝑚
λ=
2
Critically damping
Heavy Damping
−𝑏
𝑥= 𝐴𝑒 2𝑚𝑡
Critically damping
−𝑏
𝑥= 𝐴𝑒 2𝑚𝑡 cos 𝜔𝑡
Light Damping
Critical damping is minimum amount of damping required to return the oscillator to its equilibrium
position without oscillating
Light Damping : oscillate with gradually decreasing amplitude
Critical Damping : return to rest at its equilibrium position in the shortest possible time without oscillating
Heavy Damping : take a long time to return to its equilibrium position without oscillating
8. RESONANCE