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PHY 140Y – FOUNDATIONS OF 2001-2002 Tutorial Questions #10 – Solutions November 19/20

Damped and Driven Harmonic ,

1. A of 220 g is connected to a light having constant 5.4 N/m. It is free to oscillate on a horizontal frictionless surface. (a) If the mass is displaced 7.0 cm from the equilibrium and released from rest, what are the natural and the period of its motion? (b) What are the maximum and of the mass? (c) What is the total of the system? What are the kinetic and potential of the system when the mass has a of 2.0 cm from equilibrium? (d) If the surface is no longer frictionless, but instead gives rise to a force with damping constant b = 1.7 kg/s, is the motion of the mass underdamped, critically damped, or overdamped? Justify your answer.

Solution: k

m equilibrium position

k

m initial position

x 0 L = 7.0 cm (a) Given: m = 220 g = 0.22 kg L = 7.0 cm = 0.070 m k = 5.4 N/m k 5.4 N/m natural : ω = = = 4.9(5) rad/s o m 0.22 kg ω 4.95 rad/s natural frequency: f = = = 0.79 Hz o 2π 2π 2π 2π period: T = = = 1.3 ω 4.95 rad/s

______PHY 140Y – Foundations of Physics 2001-2002 (K. Strong) Tutorial 10 Solutions, page 1 (b) The maximum speed occurs at x = 0, while the maximum acceleration is at x = L (the maximum extension).

Apply Conservation of Mechanical Energy to find the maximum speed: + = + K 0 U 0 K L U L 1 2 + = + 1 2 2 mvmax 0 0 2 kL kL2 v 2 = = ω2L2 max m o = ω = × = v max o L 4.95 rad/s 0.070 m 0.35 m/s

Apply Newton’s Law to find the maximum acceleration: = = − F ma max kL kL a = = ω2 L max m o = (4.95 rad/s)2 × 0.070 m = 1.7 m/s2

E = 1 kL2 = K = U (c) The total energy of the system is: m 2 max max = 1 × 2 = 2 (5.4 kg/s) (0.070 m) 0.013 J

When the mass has a displacement of 2.0 cm from equilibrium, = 1 2 = 1 × 2 = U(0.020 cm) 2 kx 2 (5.4 kg/s) (0.020 m) 0.0011 J

= − = [1 2 ] = − = K(0.020 cm) E m U(0.020 cm) 2 mv 0.013 J 0.00108 J 0.012 J

(d) In order to determine if the motion of the mass is underdamped, critically damped, or overdamped, need to compare b with 2mωo. b = 1.7 kg/s ω = × × = 2m o 2 0.22 kg 4.95 rad/s 2.2 kg/s

Thus: b < 2mωo and so the motion is underdamped, with the amplitude of the decreasing with .

2. A 250-g mass is mounted on a spring with a spring constant of k = 3.3 N/m. The damping constant for this system is b = 8.4 × 10-3 kg/s. How many will the system undergo during the time it takes the amplitude to decay to 1/e of its original value?

Solution: First, need to check whether the system is underdamped, critically damped, or overdamped, by comparing b with 2mωo.

______PHY 140Y – Foundations of Physics 2001-2002 (K. Strong) Tutorial 10 Solutions, page 2 k 2mω = 2m = 2 km = 2 0.25 kg × 3.3 N/m = 1.8 kg/s o m

× -3 << ω With b = 8.4 10 kg/s , b 2m o , and so the motion is underdamped and will oscillate with:  b  x(t) = A exp− t  cos()ωt + δ  2m 

2 ω = ω2 − b o 4m 2

Asked for the number of oscillations before the amplitude decays to 1/e of its original value  b  i.e., A exp− t = A exp()− 1  2m  b t = 1 2m Solve for the time t at which this happens: 2m 2(0.25 kg) t = = = 59.5 s b 8.4 × 10− 3 kg/s

Also need to calculate the period for one oscillation: 2π 2π 2π 2π T = = = = = 1.7(3) seconds ω 2 2 × − 3 2 ω2 − b k − b 3.3 N/m − (8.4 10 kg/s) o 4m 2 m 4m 2 0.25 kg 4(0.25 kg) 2

Thus, the number of oscillations is 59.5/1.73 = 34.

3. A of length 1.00 m is released from an initial angle of 15.0° (a) What is the resonant (angular) frequency of this pendulum? (b) After 1000. seconds, its amplitude is reduced by to 5.50°. What is the value of b/2m?

Solution: (a) The resonant angular frequency is the same as the natural angular frequency, and so is: g 9.81 m/s2 ω = = = 3.13 rad/s o l 1.00 m

 b  (b) The pendulum will oscillate following: θ(t) = θ exp− t  cos()ωt + δ o  2m  (assuming small angles θ; note that θ = 15.0° = 0.262 rad, while sin 15.0° = 0.259 rad)

______PHY 140Y – Foundations of Physics 2001-2002 (K. Strong) Tutorial 10 Solutions, page 3  b  At t = 0, the amplitude is: θ(0) = θ exp− t = θ = 15.0o o  2m  o  b  At t = 1000. seconds, the amplitude is: θ(1000.) = θ exp− t = 5.50o o  2m   b  15.0o exp− t  = 5.50o  2m   b  5.50 Thus: exp− t  =  2m  15.0

b 1  5.50  1  5.50  − − = − × ln  = − × ln  = 1.00 × 10 3 s 1 2m t  15.0  1000. s  15.0 

4. A mass-spring system has b/m = ωo/5, where b is the damping constant and ωo is the natural frequency. When this system is driven at 10% above and below ωo, how does its amplitude compare with its amplitude at ωo?

Solution: F In general, the amplitude is: A = o 2 ω 2 − ω 2 2 + 2ω 2 m ( d o ) b d F At resonance ω = ω , and so the amplitude is: A = o d o res ω b d The ratio of the amplitude to the resonant amplitude is thus: A A F bω 1 = = o × d = A F bω 2 ω 2 − ω 2 2 + 2 ω 2 F 2 2 2 2 res o d m ( d o ) b d o  mω   ω  ω  o   d − 1 + d  ω 2  ω 2  b   o  o

mω ω If o = 5 and d = 1.1 (10% above resonance), then ω b o A 1 = = 0.66 = 66% 2 A res 5 2 ()1.12 − 1 + 1.12

ω If d = 0.9 (10% below resonance), then ω o A 1 = = 0.76 = 66% = 76% 2 A res 5 2 ()0.9 2 − 1 + 0.9 2

______PHY 140Y – Foundations of Physics 2001-2002 (K. Strong) Tutorial 10 Solutions, page 4 5. A 2.00 kg mass attached to a spring is driven by an external force F(t) = (3.00N) cos(2πt) . If the force constant of the spring is 20.0 N/m and damping is negligible, determine: (a) the period, and (b) the amplitude of the motion.

Solution: k 20.0 N/m (a) natural angular frequency: ω = = = 3.16 rad/s o m 2.00 kg

b 2 angular frequency of motion: ω = ω2 − = ω (damping negligible) o 4m 2 o

ω = π angular frequency of driving force:d 2 rad/s

The period of the motion is calculated using the driving angular frequency, as the spring will oscillate at this frequency after the transients die out and it reaches a steady state motion. 2π 2π period: T = = = 1.00 seconds ω 2π rad/s

(b) The amplitude of the motion is: F F A = o = o (damping negligible) 2 ω 2 − ω 2 2 + 2 ω 2 m(ω 2 − ω 2 ) m ( d o ) b d d o F 3.00 N Thus: A = o = = 0.0509 m ω 2 − ω 2 []π 2 − 2 m( d o ) (2.00 kg ) (2 rad/s) (3.16 rad/s)

______PHY 140Y – Foundations of Physics 2001-2002 (K. Strong) Tutorial 10 Solutions, page 5