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Oscillatory motion (chapter twelve)
Motion of a particle on a spring Simple harmonic motion Energy in SHM Simple pendulum Physical pendulum Damped oscillations Forced oscillations
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Particle attached to a spring
We can model oscillatory motion as a mass attached to a spring (linear restoring force) Causes displaced mass to to be restored to the equilibrium position. Potential energy Kinetic energy. At equilibrium – large KE but force is now zero. Newton’s first law - keeps moving.
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Particle attached to a spring
We can use Newton’s 2nd law to quantitatively describe the motion Acceleration proportional to displacement. Opposite direction.
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Simple Harmonic Motion
Defining the ratio k/m2, the equation of motion becomes (in one dimension) This equation has the solution
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SHM http://webphysics.davidson.edu/Applets/java10_Archive.html
A: amplitude of the motion (maximum displacement) : =(k/m)½ – angular frequency of the motion : phase – where the motion starts A and are set by the initial conditions, is fixed by the mass and spring constant
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SHM Period of one full cycle of motion:
Maximum velocity and acceleration:
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Energy in SHM Kinetic energy: Potential energy:
Total energy of the system: Total energy is constant!
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Energy in SHM Oscillation is repeated conversion of kinetic to potential energy and back. Using the expression for the total energy, we can find the velocity as a function of position
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The simple pendulum L T Fg Small angle approximation - sin
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The simple pendulum This equation has the same form as that for the motion of the mass attached to a spring. If we define we get the exact same differential equation, and so the system will undergo the same oscillatory motion as we saw earlier. Note – the frequency (and period) of the pendulum are independent of the mass!
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The Physical Pendulum An object hanging from a point other than its COM d COM
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Damped Oscillations If we add in a velocity dependent resistive force
The solution to this DE when the resistive force is weak This describes an underdamped oscillator
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Damped Oscillations
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Damped Oscillations The frequency of oscillation is
In other words, some natural frequency plus a change due to the damping When b=2m, the system is critically damped (returns to equilibrium) For b>2m, the system is overdamped – also returns to equilibrium (slower rate).
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Forced Oscillations If we try to drive an oscillator with a sinusoidally varying force: The steady-state solution is where 0=(k/m)½ is the natural frequency of the system. The amplitude has a large increase near 0 - resonance
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Forced Oscillations
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