waves, optics, and modern physics unit 1

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terms and definitions from unit 1

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46 Terms

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periodic motion

any motion that repeats itself at regular time intervals

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period

time to complete one oscillation

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frequency

number of events per unit time

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oscillation

one complete cycle of periodic motion

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simple harmonic motion (SHM)

motion in which the acceleration (and therefore net force) of the system is proportional to the displacement and acts in the opposite direction of the displacement

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amplitude

maximum distance of an object from its equilibrium position in SHM

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force constant (k)

representation of the stiffness of an object

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equilibrium position

rest position for an object in SHM where net force is zero

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phase shift

shift of a sine or cosine function left or right along the x-axis

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stable equilibrium point

when the forces on both sides of the equilibrium position point towards the equilibrium position, if an object at equilibrium is disturbed, it will return to its equilibrium position

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unstable equilibrium point

when the forces on either or both of the sides of the equilibrium position point away from the equilibrium position, if an object at equilibrium is disturbed, it will not return to its equilibrium position

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simple pendulum

a point mass (also called a pendulum bob) which is suspended from a string with negligible mass

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physical pendulum

any object whose oscillations are similar to those of a simple pendulum, but cannot be modeled as a point mass on a strong

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torsional pendulum

a rigid body suspended by a light wire or spring which when twisted oscillates between two maximum angular displacements

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natural angular frequency

angular frequency of a mass undergoing SHM

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underdamped system

system with a small damping constant (smaller than √4mk), where the amplitude of the motion decays exponentially

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critically damped system

system with a damping constant equal to √4mk, where the system asymptotically approaches the equilibrium as quickly as possible without oscillation

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overdamped system

system with a large damping constant (larger than √4mk), where the system will approach equilibrium over a longer period of time without oscillation

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natural frequency

the frequency at which a system would oscillate if there were no driving and no damping force

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resonance

the phenomenon of driving a system with a frequency equal to its natural frequency

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transients

the motions of the oscillator forced with a periodic driving force

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quality of a system

spread of the angular frequency at half the maximum amplitude divided by the natural frequency

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constructive interference

when two waves arrive at the same point exactly in phase; that is, the crests of the two waves are precisely aligned, as are the troughs

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destructive interference

when two identical waves arrive at the same point exactly out of phase; that is, precisely aligned crest to trough

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fixed boundary condition

when the medium at a boundary is fixed in place so it cannot move

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free boundary condition

exists when the medium at the boundary is free to move (not fixed)

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intensity

power per unit area

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interference

overlap of two or more waves at the same point and time

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linear wave equation

equation describing waves that result from a linear restoring force of the medium

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longitudinal wave

wave in which the disturbance is parallel to the direction of propagation

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mechanical wave

wave that is governed by Newton’s laws and requires a medium

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pulse

single disturbance that moves through a medium, transferring energy but not mass

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superposition

phenomenon that occurs when two or more waves arrive at the same point

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transverse wave

wave in which the disturbance is perpendicular to the direction of propagation

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wave

disturbance that moves from its source and carries energy

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wave function

mathematical model of the position of particles of the medium

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wave number

equal to the ratio of the angle and the position of a periodic function

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wave velocity / propagation velocity

velocity at which the disturbance moves

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wavelength

distance between adjacent identical parts of a wave

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standing wave

wave that, under certain conditions, can bounce back and forth through a particular region, effectively becoming stationary

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node

x-positions of a standing wave that are always zero

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antinode

x-positions of a standing wave that are alternate between the positive and negative amplitudes

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fundamental frequency

frequency driving the first (fundamental, first harmonic) node, the lowest frequency that will produce a standing wave

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overtone

all frequencies above the fundamental frequency which produce a standing wave

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normal mode

possible standing wave pattern for a string, with normal frequencies

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harmonic

resonant frequency that is an integral multiple of the fundamental