Resonator Ring-Down Simulator
Simulate the ring-down of tuning forks and beam resonators using geometry-based frequency estimates, damping ratios, and time-domain decay plots.
Tool Purpose & README
About This Tool
This tool models a struck resonator as a damped, single-mode oscillator. It estimates the fundamental frequency from beam geometry and material properties, then simulates the decay response.
- Geometry-driven frequency using Euler-Bernoulli beam theory
- Damping and decay metrics including Q, zeta, and t60
- Time-domain waveform with an exponential envelope
- Decay plot showing amplitude in dB over time
Use the Advanced options to enter custom material properties and simulation settings.
Inputs
Key Results
Enter inputs and press Calculate to see results.
Ring-Down Waveform
Decay Envelope (dB)
1. Overview
This simulator models the ring-down of a struck resonator using a single dominant bending mode. Geometry and material properties set the natural frequency. The quality factor Q controls damping and therefore how quickly the amplitude decays.
The workflow is: compute section properties (area and second moment), select the mode constant for the support condition, calculate the natural frequency, then apply damping to simulate the time response and decay metrics.
2. Geometry and Section Properties
Section properties define bending stiffness and mass per length. The bending axis is assumed to align with the thickness dimension for rectangular sections.
- A: cross-section area
- b: width
- h: thickness (bending direction)
- I: second moment of area
- b: width
- h: thickness (bending direction)
- A: cross-section area
- d: diameter
- pi: 3.14159...
- I: second moment of area
- d: diameter
- pi: 3.14159...
3. Mode Shape and Natural Frequency
The first bending mode constant beta_1 depends on boundary conditions. The tool uses the standard values: cantilever 1.8751, simply supported pi, clamped-clamped 4.7300, free-free 4.7300.
- f_n: natural frequency (Hz)
- beta_1: mode constant
- E: elastic modulus
- I: second moment of area
- rho: density
- A: area
- L: active length
- omega_n: undamped angular frequency (rad/s)
- f_n: natural frequency (Hz)
- pi: 3.14159...
4. Damping and Ring-Down Response
Damping is represented with a single viscous damping ratio zeta derived from Q. The response is underdamped when zeta is less than 1.0.
- zeta: damping ratio
- Q: quality factor
- omega_d: damped angular frequency (rad/s)
- omega_n: undamped angular frequency (rad/s)
- zeta: damping ratio
- x(t): displacement at time t
- x_0: initial displacement
- omega_n: undamped angular frequency (rad/s)
- omega_d: damped angular frequency (rad/s)
- zeta: damping ratio
- t: time (s)
5. Decay Metrics
The exponential envelope defines decay time constants and dB drop times. These are derived directly from the damping ratio and natural frequency.
- tau: amplitude time constant (s)
- zeta: damping ratio
- omega_n: undamped angular frequency (rad/s)
- t_20: time for 20 dB amplitude drop (s)
- zeta: damping ratio
- omega_n: undamped angular frequency (rad/s)
- t_60: time for 60 dB amplitude drop (s)
- zeta: damping ratio
- omega_n: undamped angular frequency (rad/s)
- delta: log decrement per cycle
- zeta: damping ratio
- pi: 3.14159...
6. Sampling and Aliasing
The waveform is sampled for plotting. If the sample rate is too low relative to the damped frequency, the plotted waveform can appear to change frequency due to aliasing. This tool uses a minimum samples-per-cycle rule to keep the plot stable.
- N_spc: samples per cycle
- f_s: sample rate (Hz)
- f_d: damped frequency (Hz)
7. Interpreting Results
A larger quality factor means lower damping, a longer decay time, and a narrower resonance peak. The decay time constant and the t20/t60 values show how quickly the amplitude drops.
Geometry trends are strong: frequency increases with thickness and decreases sharply with length. For a tuning fork, the two tines are treated as identical cantilevers, so the frequency follows the same beam relation while the moving mass accounts for both tines.
8. Limitations
- Single-mode Euler-Bernoulli beam model (no shear or rotary inertia effects)
- Linear viscous damping with a constant Q factor
- Tuning fork modeled as two identical cantilever tines without base compliance
- No acoustic radiation or mounting loss model beyond Q
9. References
- Inman, D. J., Engineering Vibration, 4th ed.
- Blevins, R. D., Formulas for Natural Frequency and Mode Shape
- Thomson, W. T., Theory of Vibration with Applications