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Physics – Verizon Next Step Program Vibrations and Waves Week 5 Notes - Vibrations and waves |
13.1) Hooke's Law Fs=-kx Where k is the spring constant. Simple Harmonic Motion - the net force along the direction of motion is a Hooke's Law type of force. That is, the net force is proportional to the displacement and opposite in the direction. Amplitude - A - is the maximum distance travelled from the equilibrium point. Period - T - the time is takes to execute one complete cycle of motion. frequency - f - number of cycles per unit of time. Since F=ma and Fs=-kx, it follows that ma=-kx. a=-km/x Where little a is the acceleration and k is the spring constant. 13.2) Elastic Potential Energy PEk ≡ 1/2 kx2 These can be combined with the other equations for potential and kinetic energy we learned from Ch. 5. (KE + PEg + PEs)i = (KE + PEg + PEs)f 13.3) Velocity as a function of position v = ± sqrt(k/m * (A2-x2)) where k is the spring constant and A is the amplitude. 13.4) Comparing Simple Harmonic Motion with Uniform Circular Motion If we replace k/m with a constant C, then the preceding equation becomes: v = C sqrt(A2 - x2) which also models uniform circular motion [see picture on pp. 414] Period and Frequency T = 2 Π sqrt(m/k) where T is the period and Π is the constant pi. f = 1/T combining the two preceding equations: f = (1 / 2π) sqrt(k/m) The units of frequency are seconds-1, or hertz (Hz). ω = 2πf = sqrt(k/m) Where ω is the angular frequency. 13.5) Position, Velocity, and Acceleration as a function of Time x = A cos(ωt) where t is time. ω = Δθ/Δt = 2π/T = 2πf 13.6) Motion of a Pendulum Ft=-mgsinθ Where Ft is the force due to tension in the pendulum. For small angles, less than 15 degress or so, the sinθ ≈ θ, where θ is express in radians. Ft=-mgθ T = 2πsqrt(L/g) where L is the length of the string in the pendulum. 13.7) Damped Oscillations underdamped oscillations - osciallates about the equilibrium point to some degree before coming to rest. critically damped - the system does not oscillate, it starts at a certain amplitude and comes to rest at the equilibrium point without passing through it overdamped - the system does not oscillate, it starts at a certain amplitude and moves slowly to the equilibrium point. It is more than critically damped which is why it moves slower. 13.8) Wave motion wave - a disturbance in a fluid that moves from one point to another. That is to say, the disturbance moves but the fluid is not carried with it, the fluid simply oscillates. 13.9) Types of waves traveling wave - the wave moves in a direction and the medium oscillates perpendicular to that direction standing wave - the medium osciallates up and down across the entire medium, giving the appearance that the wave is not moving longitudinal waves - the particles of the medium undergo motion parallel to the to the movement of the wave. Sound waves are longitudinal. 13.10) Frequency, amplitude, and wavelength A = amplitide = maximum height of the wave λ = wavelength = length of a full cycle of a wave f = frequency = number of wavelengths that pass a particular points in a second T = period = amount of time it takes for one wavlength to pass a particular point = 1/f; v = λ/T v = fλ 13.11) the speed of strings F = tension in a string (a type of Force) μ = the mass per length of the string 13.12) Superposition and interference of waves Superposition principle - If two or more traveling waves are moving through a medium, the resultant wave is found by adding together the displacements of the individual waves point by point. crest - high point of a wave at the amplitude trough - low point of a wave at the amplitude constructive inerference - a crest meets a creets creating a point with a height that is the sum of the two amplitdues destructive interference - a crest meets a trough and they cancel each other out to some degree 13.13) Reflection of waves Example: A string is tied to an object. A waves passes through the string, when it reaches the object it 'bounces' off of the object and moves in the opposite direction. HW 5: p. 433 # 1; p. 434 Problem # 1 p. 435 # 5 p. 436 # 13 p. 437 # 27, 39 p. 438 # 44, 46