GRE Physics Companion: Driven Harmonic Motion and Resonance
For
the steady-state displacement amplitude is
The phase lag is
Figure 1. A compact driven-oscillator strategy: separate transient and steady state, compute
amplitude and phase, distinguish displacement resonance from power resonance, and use
bandwidth or Q as a consistency check.
1 High-value GRE facts
- The steady-state response oscillates at the driving frequency.
- Initial conditions determine the transient, not the long-time steady-state amplitude.
- X = F0∕
.
- δ = π∕2 at ω = ω0.
- displacement resonance occurs at ωr =
when γ < ω0∕
.
- velocity amplitude and average absorbed Power peak at ω0.
- The half-power bandwidth is Δω = 2γ = b∕m.
- Q = ω0∕(2γ) = mω0∕b.
- Low-frequency displacement tends to F0∕k.
- Exact undamped Resonance produces amplitude growing linearly with time.
Part I: Original GRE-style problems
Problem 1: steady-state frequency
A damped oscillator is driven sinusoidally at angular frequency ω. After transients disappear, the
displacement oscillates at
- ω0 only
- ωd only
- ω
- ω + ω0
- zero frequency
Problem 2: amplitude
The steady-state amplitude is
- F0∕(k − mω2)
- F0∕
- F0∕(bω) for all ω
- F0∕k for all ω
- F0mω2
Problem 3: phase at natural frequency
At
the displacement lags the force by
- 0
- π∕4
- π∕2
- 3π∕2
- 2π
Problem 4: displacement resonance
If damping is weak enough for a nonzero displacement-response maximum,
equals
- 2γ
- ω0 + γ
Problem 5: resonance condition
A nonzero-frequency displacement peak exists if
- γ > ω0
- γ = ω0
- γ < ω0∕
- γ > ω0∕
- b = 0 only
Problem 6: power resonance
The average absorbed power is maximum at
- ω = 0
- ω = ωr
- ω = ωd
- ω = ω0
- ω = 2ω0
Problem 7: bandwidth
For viscous damping, the half-power bandwidth is
- γ
- 2γ
- ω0
- ω0∕γ
- γ2∕ω
0
Problem 8: quality factor
If
then
is
- 5
- 10
- 20
- 40
- 400
Problem 9: low-frequency response
As
the displacement amplitude approaches
- zero
- F0∕k
- F0∕b
- F0∕m
- infinity
Problem 10: high-frequency response
For
the displacement amplitude scales approximately as
- ω2
- ω
- 1∕ω
- 1∕ω2
- a constant
Problem 11: exact undamped resonance
For
a resonant particular solution is proportional to
- cos ω0t
- e−ω0t
- t sin ω0t
- t2
- sin 2ω0t
Problem 12: impedance
At
the mechanical impedance
becomes
- 0
- ib
- b
- mω0
- k∕ω0
Part II: Complete worked solutions
Solution 1
A linear time-invariant system driven at one sinusoidal frequency responds in steady state at that
same frequency. The natural frequency appears in the amplitude and phase, not as a different
long-time response frequency. Answer: (C).
Solution 2
The spring-inertia term and damping term combine in quadrature:
Answer: (B).
Solution 3
At
Thus the phase denominator is purely quadrature and
Answer: (C).
Solution 4
Maximizing displacement response gives
Answer: (C).
Solution 5
The quantity under the square root must be positive:
Therefore
Answer: (C).
Solution 6
For viscous damping the average absorbed power peaks exactly at
Answer: (D).
Solution 7
The exact half-power bandwidth is
Answer: (B).
Solution 8
Answer: (B).
Solution 9
At very low frequency the response is quasistatic:
Answer: (B).
Solution 10
At high frequency inertia dominates:
Thus
Answer: (D).
Solution 11
At exact undamped resonance the ordinary sinusoidal trial duplicates a homogeneous solution.
Multiplying by
gives
Answer: (C).
Solution 12
Since
Therefore
Answer: (C).
2 GRE checklist
- Separate transient and steady-state behavior before solving.
- Remember that the steady-state frequency is the drive frequency.
- Use atan2 for the response phase.
- Distinguish ωd, ωr, and ω0.
- Remember that displacement resonance and power resonance are not identical with
finite damping.
- Use Δω = 2γ and Q = ω0∕Δω as fast resonance checks.
- At exact undamped resonance, use the secular t sin ω0t solution.
- At ω0, the mechanical impedance is purely dissipative.
References
References
[1] PhysicsLibrary, M06-02, Damped Harmonic Motion.
[2] PhysicsLibrary, M06-01, Simple Harmonic Motion.
[3] A. P. French, Vibrations and Waves, W. W. Norton, 1971.
[4] J. R. Taylor, Classical Mechanics, University Science Books, 2005.