Cable-Stay Vortex Shedding

2D twin of the VESPRA C-28 rig: a bridge elevation with exaggerated stay motion, the resonance curve of the selected stay and the natural frequencies of all fourteen stays.

Presets

Playback

Wind and cables

A stay is a tensioned string: f = (1/2L) sqrt(T/mu). Vortex shedding forces it at f = St U / D with St = 0.2.

Actions

Model checks

The science

What is modelled

Each stay behaves as a first-mode string of length L, tension T and mass per metre μ. The wind forces it with a coherent Strouhal-frequency drag oscillation; the deck is a single-degree-of-freedom oscillator that also shakes the stays. This is the same engineering approximation as the 3D page, not a CFD or fluid-structure solver.

Equations

  • String frequency: f = (1/2L) √(T/μ).
  • Shedding: fs = St U / D, St = 0.20.
  • Modal oscillator: q'' + 2ζω0 q' + ω0² q = (4/π) (½ ρ Cd D U² / μ) sin(ωs t).
  • At resonance the amplitude is A = a / (2 ζ ω0²).

Checks run in the page

  • Free vibration frequency against the string formula.
  • Logarithmic decrement against 2πζ/√(1-ζ²).
  • Steady lock-in amplitude against the analytic resonance amplitude.

Cable motion is shown exaggerated and capped at 0.45 m; the real hazard of rain-wind induced vibration is not modelled.

What to try
  • Press Tune wind to resonance and watch the amplitude build up over a few time constants.
  • Increase the damping ratio to 0.15 (like a stay with dampers) and compare the resonance peak.
  • Raise the tension: all natural frequencies move up, so the resonant wind speed rises.
Displacement of the selected stay
Steady amplitude against wind speed (selected stay)
Natural frequencies of the 14 stays and the shedding frequency
Deck displacement
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