Dynamics & Control · Lab

Vibrations Lab — Mass–Spring–Damper

m·x¨ + c·x˙ + k·x = F(t). Set the physical mass, damping and stiffness, then read free decay, forced and harmonic response, resonance, transmissibility and isolation.

Physical parameters

1
0
2

Excitation

Derived parameters

Natural frequency ωₙ1.414 rad/s
Natural frequency fₙ0.2251 Hz
Critical damping c_c2.828 N·s/m
Damping ratio ζ0
Damping regimeundamped
Damped frequency ω_d1.414 rad/s
Damped period T_d—
Logarithmic decrement δ—
Quality factor Qunbounded (c = 0)
Static compliance 1/k0.5 m/N

Diagnostics

  • · Info With c = 0 the ideal free response oscillates forever: it has no finite settling time and its mechanical energy stays constant.

Presets

Displacement x(t) [m]

Time view
output solid · horizon 45 s

Zero-input response from the stated initial displacement and velocity; the envelope is drawn only for the underdamped case.

Energy

Initial total energy0.0025 J
Final total energy0.0025 J
Energy dissipated by damping0 J

Kinetic ½mv² plus spring potential ½kx². With c = 0 the total is constant; with c > 0 the difference is dissipated by the damper, never stored.

Pole–zero map of X(s)/F(s)

poles = × · zeros = ○ · dashed line = imaginary axis
Numeric poles and zeros
RootRe(s)Im(s)Multiplicity
Pole ×01.41421
Pole ×0-1.41421

The poles are the roots of m·s² + c·s + k, the same quantities the damping regime and damped natural frequency above are read from.

Continue with this system

The current model travels with the link; nothing is re-entered and nothing opens on its own.

What this Lab models

The single-degree-of-freedom system m·x¨ + c·x˙ + k·x = F(t): free decay, forced and harmonic response, resonance, and — for base excitation — displacement transmissibility and isolation. Relevant both as a control-loop plant and as a mechanical vibration model.

Related calculations