ISO 10816
Fundamentals
Vibrations & Structural Dynamics
Damped Forced Harmonic Oscillator & Resonance Peak
Visualize mass-spring-damper resonance, phase lag φ(ω), and displacement amplification M(ω).
Solves the 2nd-order non-homogeneous differential equation of a forced mechanical oscillator. Witness the sharp amplitude spike at resonance frequency ω_n and the 90° phase shift between excitation force and displacement.
Governing Physical Law & Equations
m\ddot{x} + c\dot{x} + kx = F_0 \cos(\omega t), \quad M(\omega) = \frac{1}{\sqrt{(1-r^2)^2 + (2\zeta r)^2}}
Equations of motion and frequency-dependent magnification factor.
Law: Newton’s 2nd Law & Hookean Elastic Restoration | Standard Reference: ISO 10816-1 / ISO 1940-1 / ANSI S2.41 (Mechanical Vibration Evaluation)
Adjustable System Parameters
| Parameter |
Nominal Value |
Dynamic Range |
Physical Role |
| Oscillator Mass m (m) |
5 kg |
1 to 20 kg |
Inertial mass vibrating on spring suspension |
| Spring Stiffness k (k) |
350 N/m |
50 to 1000 N/m |
Linear elastic spring constant |
| Viscous Damper c (c) |
8 N·s/m |
1 to 40 N·s/m |
Viscous fluid dashpot damping resistance |
| Harmonic Drive Freq (f_drive) |
1.33 Hz |
0.5 to 6 Hz |
External sinusoidal excitation frequency |
Analytical Proof & Derivation
Applying Newton’s 2nd Law to a mass-spring-damper: m ẍ + c ẋ + k x = F₀ cos(ω t). In canonical form: ẍ + 2ζω_n ẋ + ω_n² x = (F₀/m) cos(ω t), where natural frequency ω_n = √(k/m) and damping ratio ζ = c / (2√(k m)). Harmonic steady-state solution yields magnification factor M(r) = 1 / √[(1 - r²)² + (2ζ r)²] where r = ω / ω_n, with phase angle φ = arctan(2ζ r / (1 - r²)).
Verification Benchmark
ISO 10816 benchmark: m = 5 kg, k = 350 N/m, c = 8 N·s/m: natural frequency f_n = (1/2π)√(350/5) = 1.330 Hz. Critical damping c_c = 2√(350×5) = 83.66 N·s/m; ζ = 8 / 83.66 = 0.0956. At excitation f = 1.33 Hz (r = 1.0), magnification M = 1 / (2 × 0.0956) = 5.23x and phase lag φ = 90.0°.
Field Engineering Insights
ISO 10816-1 Zone A/B limits vibration severity velocity below 2.8 mm/s RMS for rigid machinery foundations. Operating within ±15% of the natural frequency resonance band causes fatigue failure in rotor shafts and bearing raceways.