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Acoustic properties · Stress and velocity

Characteristic acoustic impedance

Does material impedance equal the impedance felt by a string?

Characteristic impedance ρc is a local wave property. Mechanical input impedance of a bridge is a frequency-dependent response of the assembled structure.

Try the interactive demo

Start with something familiar

A pulse meeting a different material can partly return and partly continue. The contrast between the two media helps set that split. Material impedance describes this kind of wave relationship, not whether wood is simply “good” or “bad”.

Z₂ = Z₁

No reflection in the ideal model

Z₂ ≠ Z₁

Part reflected, part transmitted

Diagram · A schematic incident pulse meets a material interface. The extra experiment below uses a lossless one-dimensional same-area model, not a violin joint.
  1. Notice what changes

    A travelling wave has stress and particle velocity. Their ratio, in the specified axial model, gives Z = ρc. A material value must name the direction and wave type.

  2. Understand why

    For the ideal same-area interface, equal Z gives no reflection. A mismatch produces reflection; its sign indicates the reflected stress phase, not negative energy.

  3. Connect it to wood and making

    The assembled violin has geometry, joints and resonances. The impedance seen by a string at the bridge is force divided by velocity and changes with frequency. It is not this scalar material Z.

Put names to the ideas

01

Stress over particle velocity

For a single travelling axial wave in the slender-rod idealization, the magnitude of stress divided by particle velocity is ρc. SI units are kg/(m²·s), also called Rayl.

02

Interfaces and reflection

An impedance contrast helps explain wave reflection in simple one-dimensional models. Actual joints introduce geometry, contact and several wave types, so a scalar material ratio cannot describe an entire instrument connection.

03

Bridge impedance is different

Mechanical input impedance is force divided by velocity at a specified point and direction, with units N·s/m. The inverse is mobility or admittance, and both vary through structural resonances.

Z=ρc=ρE′,Zin(ω)=F(ω)v(ω)Z=\rho c=\sqrt{\rho E'},\qquad Z_{\mathrm{in}}(\omega)=\frac{F(\omega)}{v(\omega)}

In Z = ρc, density and wave speed multiply. In Z_in = F/v, force and velocity describe the assembled structure at a point. The two quantities even have different units.

A worked example

With ρ = 400 kg/m³ and c = 5000 m/s, Z = 2,000,000 Rayl = 2 MRayl. This number cannot be placed on a bridge-admittance chart without a structural model.

Explore it yourself

Read material Z in MRayl for convenience, but retain SI values for calculations. State position and direction when measuring a bridge response.

First, explore the linked metrics

TEACHING MODEL · LOCAL CALCULATION
c
5345 m/s
E′/ρ
28.57 10⁶ m²/s²
R
12.73 m⁴/(kg·s)
Z
2.24 MRayl
Q ≈ 1/η
100.0
ACE
1273 m⁴/(kg·s)

E′ + ρ → c → R, Z η → Q → ACE

Then explore an ideal interface

CONTROLLED TEACHING MODEL
Stress reflection coefficient
0.333
Reflected energy
11.1 %
Transmitted energy
88.9 %
Reflected energyTransmitted energy
Lossless one-dimensional interface with equal area. Reflected and transmitted energy add to 100%; a negative stress reflection coefficient denotes phase reversal, not negative energy.

Check your understanding

In the ideal interface model, which case has no reflection?

References