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Key concepts

  • Second-order constant-coefficient differential equations can be used to model spring-mass systems.
  • An examination of the forces on a spring-mass system results in a differential equation of the form
    m x + b x + k x = f ( t ) ,

    where m represents the mass, b is the coefficient of the damping force, k is the spring constant, and f ( t ) represents any net external forces on the system.
  • If b = 0 , there is no damping force acting on the system, and simple harmonic motion results. If b 0 , the behavior of the system depends on whether b 2 4 m k > 0 , b 2 4 m k = 0 , or b 2 4 m k < 0 .
  • If b 2 4 m k > 0 , the system is overdamped and does not exhibit oscillatory behavior.
  • If b 2 4 m k = 0 , the system is critically damped. It does not exhibit oscillatory behavior, but any slight reduction in the damping would result in oscillatory behavior.
  • If b 2 4 m k < 0 , the system is underdamped. It exhibits oscillatory behavior, but the amplitude of the oscillations decreases over time.
  • If f ( t ) 0 , the solution to the differential equation is the sum of a transient solution and a steady-state solution. The steady-state solution governs the long-term behavior of the system.
  • The charge on the capacitor in an RLC series circuit can also be modeled with a second-order constant-coefficient differential equation of the form
    L d 2 q d t 2 + R d q d t + 1 C q = E ( t ) ,

    where L is the inductance, R is the resistance, C is the capacitance, and E ( t ) is the voltage source.

Key equations

  • Equation of simple harmonic motion
    x + ω 2 x = 0
  • Solution for simple harmonic motion
    x ( t ) = c 1 cos ( ω t ) + c 2 sin ( ω t )
  • Alternative form of solution for SHM
    x ( t ) = A sin ( ω t + ϕ )
  • Forced harmonic motion
    m x + b x + k x = f ( t )
  • Charge in a RLC series circuit
    L d 2 q d t 2 + R d q d t + 1 C q = E ( t )

A mass weighing 4 lb stretches a spring 8 in. Find the equation of motion if the spring is released from the equilibrium position with a downward velocity of 12 ft/sec. What is the period and frequency of the motion?

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A mass weighing 2 lb stretches a spring 2 ft. Find the equation of motion if the spring is released from 2 in. below the equilibrium position with an upward velocity of 8 ft/sec. What is the period and frequency of the motion?

x + 16 x = 0 , x ( t ) = 1 6 cos ( 4 t ) 2 sin ( 4 t ) , period = π 2 sec , frequency = 2 π Hz

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A 100-g mass stretches a spring 0.1 m. Find the equation of motion of the mass if it is released from rest from a position 20 cm below the equilibrium position. What is the frequency of this motion?

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A 400-g mass stretches a spring 5 cm. Find the equation of motion of the mass if it is released from rest from a position 15 cm below the equilibrium position. What is the frequency of this motion?

x + 196 x = 0 , x ( t ) = 0.15 cos ( 14 t ) , period = π 7 sec , frequency = 7 π Hz

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A block has a mass of 9 kg and is attached to a vertical spring with a spring constant of 0.25 N/m. The block is stretched 0.75 m below its equilibrium position and released.

  1. Find the position function x ( t ) of the block.
  2. Find the period and frequency of the vibration.
  3. Sketch a graph of x ( t ) .
  4. At what time does the block first pass through the equilibrium position?
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A block has a mass of 5 kg and is attached to a vertical spring with a spring constant of 20 N/m. The block is released from the equilibrium position with a downward velocity of 10 m/sec.

  1. Find the position function x ( t ) of the block.
  2. Find the period and frequency of the vibration.
  3. Sketch a graph of x ( t ) .
  4. At what time does the block first pass through the equilibrium position?

a. x ( t ) = 5 sin ( 2 t )
b. period = π sec , frequency = 1 π Hz
c.
This figure is the graph of a function. It is a periodic function with consistent amplitude. The horizontal axis is labeled in increments of 1. The vertical axis is labeled in increments of 1.5.
d. t = π 2 sec

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Practice Key Terms 3

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Source:  OpenStax, Calculus volume 3. OpenStax CNX. Feb 05, 2016 Download for free at http://legacy.cnx.org/content/col11966/1.2
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