Forced harmonic vibration and resonance
Steady-state response of a damped SDOF system to harmonic forcing: magnification factor, phase lag, resonance, peak response, half-power bandwidth and rotating unbalance.
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Why it matters
Aircraft structures are driven by periodic forces all the time: engine and propeller imbalance, rotor blade passage, pump pulsations and buffet with a dominant frequency. If a forcing frequency sits close to a natural frequency the response is amplified many times, and fatigue cracks or failed equipment follow. Forced-response theory tells you how large the response will be, how it lags the force, and how much margin you need between excitation and natural frequencies.
Key ideas
Equation of motion. A damped SDOF system under a harmonic force F₀·sin(ω·t) obeys
m·ẍ + c·ẋ + k·x = F₀·sin(ω·t)
The full solution is the decaying free vibration (transient) plus a particular solution (steady state). After the transient dies out, the system vibrates at the forcing frequency ω, not at its natural frequency: x(t) = X·sin(ω·t − φ).
Frequency ratio and magnification. Write r = ω/ω_n and X_st = F₀/k (the deflection the same force would cause if applied statically). The dynamic magnification factor is
M = X/X_st = 1/√((1 − r²)² + (2·ζ·r)²)
Three regions follow from it:
- r ≪ 1 (stiffness controlled): M ≈ 1, response in phase with the force.
- r ≈ 1 (damping controlled): M ≈ 1/(2ζ), large; phase lag 90°.
- r ≫ 1 (mass controlled): M ≈ 1/r², small; response nearly 180° out of phase.
Resonance. Strictly, resonance is forcing at ω = ω_n, where the phase lag is exactly 90° for any damping and M = 1/(2ζ). The peak of M occurs slightly below ω_n, at r = √(1 − 2ζ²) (only if ζ < 1/√2), with M_max = 1/(2ζ·√(1 − ζ²)). For light damping the two are practically equal. With ζ = 0 the steady amplitude at r = 1 is unbounded and grows linearly with time.
Phase. tan φ = 2ζr/(1 − r²), with φ between 0 and 180°. Use the quadrant correctly: above resonance the denominator is negative and φ is greater than 90°. A calculator's arctan returns a negative angle there; add 180°. The 90° phase lag at r = 1 is the most reliable way to locate a natural frequency in a test.
Quality factor and bandwidth. Q = 1/(2ζ) is the resonant magnification. The half-power points, where the amplitude is M_peak/√2, are separated by Δω ≈ 2ζ·ω_n, so ζ ≈ Δω/(2ω_n). This is how damping is measured from a frequency-response sweep (topic on vibration testing).
Force transmitted and energy. At resonance the spring and inertia forces cancel and the applied force is balanced only by the damping force c·ω·X; the work done by the force per cycle equals the energy dissipated, π·c·ω·X².
Rotating unbalance. A mass m₀ at eccentricity e rotating at ω gives F₀ = m₀·e·ω², so the force grows with speed. Then m·X/(m₀·e) = r²/√((1 − r²)² + (2ζr)²), which tends to 1 at high speed.
Assumptions. Linear spring and viscous damper, steady state (transient decayed), single harmonic force. A periodic non-harmonic force is handled by superposing the response to each Fourier harmonic, any of which may be resonant.
Formulas
m·ẍ + c·ẋ + k·x = F₀·sin(ω·t) — forced SDOF; F₀ force amplitude (N), ω forcing frequency (rad/s).
X = F₀/√((k − m·ω²)² + (c·ω)²) — steady-state amplitude (m).
r = ω/ω_n, X_st = F₀/k, M = X/X_st = 1/√((1 − r²)² + (2ζr)²) — magnification factor (dimensionless).
tan φ = c·ω/(k − m·ω²) = 2ζr/(1 − r²) — phase lag of displacement behind force, 0 ≤ φ ≤ 180°.
M(r = 1) = 1/(2ζ) — magnification when forcing at ω_n; Q = 1/(2ζ).
r_peak = √(1 − 2ζ²), M_max = 1/(2ζ·√(1 − ζ²)) — true amplitude peak, valid for ζ < 0.707.
Δω = ω₂ − ω₁ ≈ 2ζ·ω_n — half-power bandwidth (rad/s), light damping.
F₀ = m₀·e·ω² — rotating-unbalance force (N); m₀ unbalanced mass (kg), e eccentricity (m).
Worked examples
Example 1 (standard). m = 10 kg, k = 1000 N/m, c = 50 N·s/m, F₀ = 100 N. Find the amplitude and phase for ω = 10 rad/s and ω = 8 rad/s.
ω_n = √(k/m)= √100 = 10 rad/s;ζ = c/(2·√(k·m))= 50/200 = 0.25.- At ω = 10 rad/s: k − m·ω² = 1000 − 1000 = 0; c·ω = 500 N/m.
X = F₀/√(0² + 500²)= 100/500 = 0.20 m; φ = 90°. - Check with M: X_st = 100/1000 = 0.10 m; M = 1/(2 × 0.25) = 2; X = 0.20 m.
- At ω = 8 rad/s: k − m·ω² = 1000 − 640 = 360 N/m; c·ω = 400 N/m. X = 100/√(360² + 400²) = 100/538.1 = 0.186 m. tan φ = 400/360, φ = 48.0°.
Answer: X = 0.20 m with φ = 90° at 10 rad/s; X = 0.186 m with φ = 48.0° at 8 rad/s.
Example 2 (GATE level). An equipment rack of mass 50 kg on mounts of total stiffness 2 × 10⁵ N/m and damping ratio 0.1 is shaken by a harmonic force of amplitude 500 N. Find (a) ω_n, (b) the frequency and value of the maximum amplitude, (c) the amplitude and phase at r = 1.5, (d) the half-power bandwidth in Hz.
ω_n = √(k/m)= √(200 000/50) = √4000 = 63.25 rad/s. X_st = 500/200 000 = 2.5 mm.r_peak = √(1 − 2ζ²)= √0.98 = 0.990, so ω_peak = 62.6 rad/s.M_max = 1/(2ζ·√(1 − ζ²))= 1/(0.2 × 0.99499) = 5.025. X_max = 5.025 × 2.5 = 12.56 mm.- At r = 1.5: (1 − r²) = −1.25, 2ζr = 0.30. M = 1/√(1.5625 + 0.09) = 1/1.2855 = 0.778, X = 1.94 mm. tan φ = 0.30/(−1.25): second quadrant, φ = 180° − 13.5° = 166.5°.
Δω ≈ 2ζ·ω_n= 2 × 0.1 × 63.25 = 12.65 rad/s = 2.01 Hz.
Answer: (a) 63.2 rad/s; (b) 62.6 rad/s, 12.6 mm; (c) 1.94 mm lagging by 166.5°; (d) about 2.0 Hz.
Common mistakes
- Squaring c·ω wrongly: (c·ω)² for c = 50 N·s/m and ω = 10 rad/s is 250 000, not 2500.
- Taking arctan of a negative number above resonance and reporting a negative phase; the lag lies between 90° and 180° there.
- Saying the system vibrates at its natural frequency in steady state; it vibrates at the forcing frequency.
- Believing damping always lowers response a lot: away from resonance (r < 0.5 or r > 2) damping has little effect; it controls the peak.
- Confusing the amplitude peak (r = √(1 − 2ζ²)) with the 90° phase point (r = 1).
- Using M with a rotating unbalance, where the force itself grows as ω².
For GATE AE
Expect amplitude and phase calculations from m, c, k, F₀ and ω; the magnification at resonance (1/2ζ); identifying stiffness-, damping- and mass-controlled regions; frequency of peak response; half-power damping estimates; and rotating-unbalance problems. Practise the quadrant of φ and checking answers with the static deflection F₀/k.
Quick check
- ζ = 0.05. What is the magnification factor at r = 1?
- What is the phase lag at r = 1, for any damping?
- At r = 3 with light damping, approximately what is M?
- Half-power points are at 98 and 102 rad/s. Estimate ζ.
- In steady state, at what frequency does the system respond?
Answers: 1. 10; 2. 90°; 3. about 1/(r² − 1) = 0.125; 4. ζ ≈ 4/(2 × 100) = 0.02; 5. at the forcing frequency ω.
Interview questions
All Structural Dynamics and Aeroelasticity interview questionsTry answering each one aloud before you open it.
1.What is forced harmonic vibration in the context of structural dynamics?Concept
Forced harmonic vibration occurs when a structure is subjected to a periodic external force. This type of vibration is characterized by the system oscillating at the frequency of the applied force, rather than its natural frequency. It is important in engineering because it can lead to resonance if the frequency of the external force matches the system's natural frequency.
2.Explain the concept of resonance in aeroelasticity.Concept
Resonance is a forced-response phenomenon: an external periodic load (propeller or rotor blade passage, engine imbalance, periodic vortex shedding or buffet with a dominant frequency) near a structural natural frequency drives a large response limited only by damping, with magnification about 1/(2ζ). It must be distinguished from flutter, which is a self-excited instability: the aerodynamic forces are produced by the motion itself, the oscillation grows without any external periodic input, and damping alone cannot be relied on to bound it. Designers keep natural frequencies away from known excitation frequencies to avoid resonance, and keep flutter speeds above the flight envelope with margin.
3.Why is it important to consider forced harmonic vibration in the design of aircraft structures?Application
Considering forced harmonic vibration is crucial in aircraft design to prevent resonance, which can lead to catastrophic structural failures. By understanding the frequencies at which forced vibrations occur, engineers can design structures to avoid these frequencies or incorporate damping mechanisms to mitigate their effects.
4.What happens if the frequency of an external force matches the natural frequency of a structure?Application
If the frequency of an external force matches the natural frequency of a structure, resonance occurs. This results in large amplitude oscillations, which can lead to excessive stress and potential structural failure. Engineers must design systems to avoid such conditions or include damping to reduce the amplitude of vibrations.
5.How can engineers mitigate the effects of resonance in aerospace structures?Application
Engineers can mitigate resonance effects by designing structures with natural frequencies that do not coincide with expected external force frequencies. They can also use damping materials or devices to absorb energy and reduce vibration amplitudes. Additionally, altering the mass or stiffness of the structure can shift its natural frequency away from the problematic range.
6.Explain the role of damping in controlling forced harmonic vibrations.Concept
Damping plays a critical role in controlling forced harmonic vibrations by dissipating energy and reducing the amplitude of oscillations. It helps prevent resonance by ensuring that even if the external force frequency approaches the natural frequency, the vibrations do not reach destructive levels. Damping can be achieved through materials, structural design, or additional devices.
7.What is the difference between natural frequency and forced frequency in the context of vibrations?Concept
Natural frequency is the frequency at which a system tends to oscillate in the absence of any external force. Forced frequency, on the other hand, is the frequency of an external force applied to the system. When these two frequencies match, resonance occurs, leading to large amplitude vibrations.
8.Calculate the natural frequency of a cantilever beam with a mass of 5 kg and a stiffness of 2000 N/m.Numerical
The natural frequency (f_n) of a system can be calculated using the formula: f_n = (1/2π) * √(k/m), where k is the stiffness and m is the mass. Substituting the given values: f_n = (1/2π) * √(2000/5) = (1/2π) * √400 = (1/2π) * 20 ≈ 3.18 Hz.
9.Determine the damping ratio if a system with a natural frequency of 5 Hz has a damping coefficient of 50 Ns/m and a mass of 10 kg.Numerical
The damping ratio (ζ) can be calculated using the formula: ζ = c / (2 * √(k * m)), where c is the damping coefficient, k is the stiffness, and m is the mass. First, calculate the stiffness using the natural frequency: k = (2πf_n)^2 * m = (2π * 5)^2 * 10 = 9869.6 N/m. Then, ζ = 50 / (2 * √(9869.6 * 10)) ≈ 0.079.
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