Chapter 15: Oscillations

Chapter 15: Oscillations

Chapter 15: Oscillations • Oscillations are motions that repeat themselves. springs, pendulum, planets, molecular vibrations/rotations • Frequency f : number of oscillations in 1 sec. unit: 1 hertz ( Hz ) = 1 oscillation per second = 1 s-1 •Period T: the time for one complete oscillation. It is the inverse of frequency. T = 1/f or f =1/T Simple Harmonic Motion • Simple harmonic motion (SHM) is the oscillation in which the displacement x(t) is in the form of ω φ x(t) = xmcos( t+ ) ω φ xm, and are constants xm: amplitude or maximum displacement, xmax = A ωt + φ : phase; φ: phase constant What is ω? since x(t) = x(t + T) ω φ ω( φ so xmcos( t+ ) = xmcos( t+T) + ) thus ω(t+T) + φ = (ωt + φ ) + 2π Î ωT= 2π therefore: ω = 2π/T = 2πf ω is called angular frequency (unit: rad/s) • Displacement of SHM: ω φ x(t) = xmcos( t+ ) • Velocity of SHM: −ω ω φ v(t) = dx(t)/dt = xmsin( t+ ) ω velocity amplitude: vmax = xm • Acceleration of SHM: −ω2 ω φ a(t) = dv(t)/dt = xmcos( t + ) thus: a(t) = −ω2x(t) ω2 maximum value of acceleration: amax = xm • The force law for SHM: since a(t) = −ω2x(t) , F = ma = −mω2x = −(mω2)x spring force fits this criteria: F = −kx • Therefore, the block-spring system is a linear simple harmonic oscillator k = mω2 k ω = m 2π m T = = 2π ω k A Quiz Which of the following relationships between the force F on a particle and the particle’s position x implies simple harmonic oscillation? 1) F = −5x 2) F = −400x2 3) F = 10x 4) F = 3x2 5) none of the above A Quiz − ω2 ω φ −( ω2 F = ma(t) = mdv(t)/dt = m xmcos( t + )= m )x(t) mω2 = 5.0 Which of the following relationships between the force F on a particle and the particle’s position x implies simple harmonic oscillation? 1) F = −5x 2) F = −400x2 3) F = 10x 4) F = 3x2 5) none of the above • Energy in SHM Potential energy: 2 2 2 ω φ U(t) = ½ kx = ½ kxm cos ( t + ) Kinetic energy: 2 ω2 2 2 ω φ K(t) = ½ mv = ½ m xm sin ( t + ) since k/m = ω2 2 2 ω φ K(t) = ½ kxm sin ( t + ) Mechanical energy: 2 2 ω φ 2 E = U + K = ½ kxm [cos ( t + ) + sin ω φ 2 ( t + )] = ½ kxm Mechanical energy is indeed a constant and is independent of time . The block has a kinetic energy of 3.0J and the spring has an elastic potential energy of 2.0J when the block is at x = +2.0 m. A) What is the kinetic energy when the block is at x = 0? E = U(x,t) + K(x,t) = 5.0J = ½ mv2 + U(0,t) 2.0 3.0 0 B) What is the potential energy when the block is at x = 0? 2 2 2 ω φ U(x,t) = ½ kx = ½ kxm cos ( t + ) = 0 C) What is the potential energy when the block is at x = −2.0m? U(x,t) = U(−x,t’) = 2.0J − D) What is the potential energy when the block is at x = xm ? 2 2 ω φ 2 ω φ 2 E = U(t) + K(t) = ½ kxm [cos ( t + ) + sin ( t + )] = ½ kxm = 5.0J 0 An angular simple harmonic oscillator • Torsion(twisting) pendulum restoring torque: τ = −κθ compare to F = −kx and m T = 2π k we have for angular SHM: I T = 2π κ Pendulum • The simple pendulum restoring torque: τ = −L(mg sinθ) “−” indicates that τ acts to reduce θ. For small θ, sinθ ~ θ thus: τ = −Lmgθ so: κ = mgL, I I mL2 L T = 2π = 2π = 2π = 2π κ mgL mgL g This can be used to measure g g = (2π/T)2L Pendulum • The simple pendulum restoring force: F = − mg sinθ= −mg θ = − mg x/L when θ is small: sin θ = θ “−” indicates that F acts to reduce θ. so: k = mg/L m m L T = 2π = 2π == 2π k mg / L g This can be used to measure g g = (2π/T)2L • The physical pendulum (real pendulum with arbitrary shape) h: distance from pivot point O to the center of mass. Restoring torque: τ = −h (mgsinθ) ~ (mgh)θ (if θ is small) κ = mgh therefore: I I T = 2π = 2π κ mgh I: rotational inertia with respect to the rotation axis thru the pivot. Simple harmonic motion and circular motion • Circular motion of point P’: y angular velocity: ω P’ θ = ωt + φ θ P is the projection of P’on x-axis: P x ω φ x(t) = xmcos( t+ ) SHM • P’: uniform circular motion P: simple harmonic motion Damped simple harmonic motion • When the motion of an oscillator is reduced by an external force, the oscillator or its motion is said to be damped. • The amplitude and the mechanical energy of the damped motion will decrease exponentially with time. x m Damped simple harmonic motion = − Spring Force Fs (x, t) kx = − = − dx Damping Force Fd (x, t) b v(t) b dt Response (Newton’s Second Law) d2x dx d2x F (x, t) = ma = m ⇒ −kx − b = m ∑ i 2 2 i dt dt dt x m Damped simple harmonic motion Response (Newton’s Second Law) d2x dx Rearranging: m + b + kx = 0 2 dt dt = −bt / 2m ()ω′ + φ x(t) x me cos t k b2 where, ω′ = − m 4m2 x m Forced Oscillation and Resonance • Free oscillation and forced oscillation g • For a simple pendulum, the natural frequency ω = 0 l ω • Now, apply an external force: F = Fm cos ( d t) ω d, driving frequency ω ω xm depend on 0 and d, ω ω when d = 0, xm is about the largest this is called resonance. examples : push a child on a swing, air craft design, earthquake.

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