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The damping ratio normalizes viscous damping by the critical damping of a linear mass-spring system.
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Formula
ζ dimensionless; c in N·s/m; k in N/m; m in kg
| Symbol | Meaning | Unit |
|---|---|---|
| Dimensionless damping ratio | dimensionless | |
| Viscous damping coefficient | N·s/m | |
| Linear spring stiffness | N/m | |
| Oscillating mass | kg |
\zeta=\frac{c}{2\sqrt{km}}For m x¨+c x˙+kx=0, critical damping is ccrit=2√(km), so ζ=c/ccrit. Below one the response is underdamped and oscillatory; one is critical; above one is overdamped. Real damping can be frequency-dependent or non-viscous.
For m x¨+c x˙+kx=0, critical damping is ccrit=2√(km), so ζ=c/ccrit. Below one the response is underdamped and oscillatory; one is critical; above one is overdamped. Real damping can be frequency-dependent or non-viscous.
The damping ratio normalizes viscous damping by the critical damping of a linear mass-spring system.
Base equation for the target quantity
Preserve signs, boundary conditions and units when rearranging.
Work through the numerical example for “Damping ratio of a single-degree-of-freedom oscillator” and check its unit and magnitude.
For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped.
Substituting a related quantity that shares the same symbol.
Use variable definitions and check: ζ dimensionless; c in N·s/m; k in N/m; m in kg.
Formula cluster
The damping ratio normalizes viscous damping by the critical damping of a linear mass-spring system.
For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped.
Classify the response and decay of a simple mechanical oscillator.
Here is how to work through a typical Damping ratio of a single-degree-of-freedom oscillator (ζ = c/(2√km)) task step by step:
Task
Work through the numerical example for “Damping ratio of a single-degree-of-freedom oscillator” and check its unit and magnitude.
Solution path
For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped.
At ζ=1 the model is critically damped: it returns to equilibrium fastest without oscillatory overshoot. Below one it rings down; above one it approaches without oscillation more slowly. Real systems may contain additional modes and friction types. This classification applies to a linear viscously damped single-degree-of-freedom model. Application: Classify the response and decay of a simple mechanical oscillator. The numerical example For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped anchors the idea in a concrete measurement case.
For mass m and stiffness k, ccrit=2√(km). Divide actual viscous damping c by that value to obtain ζ. ccrit has units N·s/m, matching c, so ζ is dimensionless. This classification applies to a linear viscously damped single-degree-of-freedom model. The corresponding units are ζ dimensionless; c in N·s/m; k in N/m; m in kg. For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped. This checks that the reference quantities are compatible. Scope: For m x¨+c x˙+kx=0, critical damping is ccrit=2√(km), so ζ=c/ccrit. Below one the response is underdamped and oscillatory; one is critical; above one is overdamped. Real damping can be frequency-dependent or non-viscous. A practical application is Classify the response and decay of a simple mechanical oscillator.
Only if the assumed linear damping model describes the test. Coulomb friction, nonlinear damping, changing stiffness or coupled modes can depart from the simple oscillator’s decay. A suitable model and parameter identification are then needed. This classification applies to a linear viscously damped single-degree-of-freedom model. Scope: For m x¨+c x˙+kx=0, critical damping is ccrit=2√(km), so ζ=c/ccrit. Below one the response is underdamped and oscillatory; one is critical; above one is overdamped. Real damping can be frequency-dependent or non-viscous. A practical application is Classify the response and decay of a simple mechanical oscillator.
Write the quantity and unit from the variable list next to every value: ζ dimensionless; c in N·s/m; k in N/m; m in kg. Substitute only after converting to a consistent unit system, and state sign or reference direction explicitly. The example For m=2 kg, k=200 N/m and c=8 N·s/m, ζ=0.20, so the model is underdamped. is a calculation check: result, unit and order of magnitude must fit the described situation. Round after intermediate calculations so small contributions are not lost prematurely. This classification applies to a linear viscously damped single-degree-of-freedom model.
The background states this starting condition: For m x¨+c x˙+kx=0, critical damping is ccrit=2√(km), so ζ=c/ccrit. Below one the response is underdamped and oscillatory;. That limits when the result is a valid model prediction. Compare the problem’s boundary conditions with this assumption before substituting values; real components, material properties or loads can introduce additional effects. The cited reference supports the relation used here but does not remove the need to check whether the specific case fits the model. This classification applies to a linear viscously damped single-degree-of-freedom model.
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Which formula describes Damping ratio of a single-degree-of-freedom oscillator?
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