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Library / Structural dynamics and vibration testing / SDY-34

Structural dynamics and vibration testing

Mobility from a measured receptance

Velocity per unit force obtained from a displacement-per-force frequency response by multiplying by iω.

Ref
SDY-34
Rev
v1
Field
Structural dynamics and vibration testing
Result
|Y| [(mm/s)/N]

Mobility is velocity per unit force. Because velocity is the time derivative of displacement, Y = iωH under an exp(+iωt) convention: the magnitude is ω|H| and the phase advances by 90°. Here the receptance H is in mm/N, so the mobility is in (mm/s)/N. The derived values give the real and imaginary parts.

Velocity per unit force obtained from a displacement-per-force frequency response by multiplying by iω. This entry returns the magnitude; the phase advances by 90°.

Calculator

Solve for
(mm/s)/N
rad/s
1200
mm/N
−55
mm/N
−55
  • Real part of Y20 (mm/s)/N
  • Imaginary part of Y40 (mm/s)/N
  • Phase of Y, phase of H plus 90°63.43 °

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

Mobility magnitude ((mm/s)/N) current value 44.72 (mm/s)/N
ωAngular frequencyKey driver
2.24447
Re HReal part of the receptance
20102
Im HImaginary part of the receptance
40108
  • At 20 rad/s the mobility is 44.72 (mm/s)/N.
  • Each differentiation raises the weight of high frequencies, so mobility looks flatter than receptance across a spectrum.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing ((mm/s)/N)Local stepChange in result
ω Angular frequency1 to 200 rad/s2.236447.2445+10%+10 %
Re H Real part of the receptance−5 to 5 mm/N2010281.98+0.2 mm/N+8.07 %
Im H Imaginary part of the receptance−5 to 5 mm/N40107.767.7+0.2 mm/N−3.67 %

Sweep of Angular frequency

Angular frequency (rad/s)Mobility magnitude ((mm/s)/N)
12.236
25.8857.86
50.75113.5
75.63169.1
100.5224.7
125.4280.3
150.3336
175.1391.6
200447.2

Sweep one variable

Mobility magnitude ((mm/s)/N)Hover, touch, or use the arrow keys on the chart
0100200300400 50100150200 Angular frequency (rad/s) now 44.72

Variables and how each one contributes

|Y|

Mobility magnitude

Result · (mm/s)/N

What the equation gives you. Everything else feeds it.

ω

Angular frequency

rad/s · typical 1 to 200

The angular frequency, in rad/s (2π times the frequency in Hz). Scales the converted magnitude in proportion (mobility) or with its square (accelerance). Raising it by 10 % (to 22) moves the result by +10 %, from 44.72 to 49.19 (mm/s)/N.

Re H

Real part of the receptance

mm/N · typical −5 to 5

The real part of the receptance, in mm/N: displacement per unit force. Raises the magnitude of the converted response. Raising it by 0.5 (to 2.5) moves the result by +20.4 %, from 44.72 to 53.85 (mm/s)/N.

Im H

Imaginary part of the receptance

mm/N · typical −5 to 5

The imaginary part of the receptance, in mm/N. Raises the magnitude of the converted response. Raising it by 0.5 (to −0.5) moves the result by −7.8 %, from 44.72 to 41.23 (mm/s)/N.

Worked example with the values above

  1. Receptance magnitude: |H| = √(2² + −1²) = 2.2361 mm/N.
  2. Multiply by ω = 20 rad/s.
  3. |Y| = 44.721 (mm/s)/N.

Assumptions and limits

  • Averaged spectra from the same records, windows and frequency bin, with a stationary, linear system.
  • At least several averages are used, because a single unaveraged record gives a coherence of one at every frequency.

Common mistakes

  • Using H1 where the force channel is noisy, which biases the peak low, or H2 where the output is noisy.
  • Reading frequency response values where the coherence is low.
  • Forgetting the 90° and 180° phase changes when converting between receptance, mobility and accelerance.

Statistics and uncertainty

Spectral estimates carry random error that falls as the square root of the number of averages and bias that depends on leakage and noise. Quote the number of averages, and read the coherence before relying on any frequency response value.

Where it is used

  • Estimating frequency response functions from impact hammer and shaker tests.
  • Converting between displacement, velocity and acceleration responses for modal fitting and coupling.

Maths you need

  • Cross-spectrum: the averaged product of one signal and the conjugate of another
  • Complex numbers: real and imaginary parts, magnitude and phase
  • Frequency response function: output per unit input at each frequency

Related formulas

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