Sine vs Random Vibration Comparison: Maximum Response Spectrum and Fatigue Damage Spectrum for a Sine Sweep and a Random PSD

There is no direct conversion between a sine level and a random level. MIL-STD-810H says to compare them through the response of the part. This page does that for a part with one resonance, at every natural frequency: the largest response each test causes, and the fatigue damage each one does.

The two tests

Sine sweep

The list has MIL-STD-810H, DO-160G and ISO 16750-3 sine profiles. Units: g, m/s², in/s, mm/s, in DA, mm pk-pk. Build the profile on the sine sweep page and use its "Compare" button to bring it here.

Random

The list has MIL-STD-810H, DO-160G and ISO 16750-3 random profiles, with each standard's test time. Paste two columns from a spec, or build the profile on the random PSD page and use its "Compare" button.

The part

Q = 10 (5% damping) is the value MIL-STD-810H uses in its examples. b is the slope of the part's S-N curve: 810H says values from 5 to 8 are common. The result depends strongly on b, so the table at the bottom shows all four.

Which test is more severe?

Peak responseRandom is higher at 46% of natural frequencies
Fatigue damage (b = 6)Random does more damage at 29% of natural frequencies
To cover the sineRandom ASD ×6.93 (+8.4 dB), or random time ×333, worst at 51.7 HzFatigue damage, from 20 to 500 Hz, where both tests have input. For peak response alone: random ASD ×3.17 (+5.0 dB).
To cover the randomSine levels ×1.13 (+1.1 dB)Fatigue damage, same sweep rate and number of sweeps.

The sine starts at 5 Hz but the random only at 20 Hz: no random level covers a resonance below that. The random goes on to 2000 Hz, past the sine's 500 Hz.

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Response and damage spectra

Largest response vs natural frequency

Sine: the largest response as the sweep passes. Random: the level crossed once on average in the test time, and 3σ for reference.

Fatigue damage vs natural frequency

Relative scale: the larger curve peaks at 1. Where one curve is above the other, that test does more fatigue damage to a part resonating there.

At selected natural frequencies

fn, HzSine peak response, gRandom largest response, gDamage ratio, sine ÷ randomMore damaging
52.560.1483σ 0.1019.2×10⁷Sine
10.310.80.7473σ 0.4886.8×10⁷Sine
19.820.010.43σ 6.61450Sine
48.743.726.83σ 16.4220Sine
10050.139.83σ 23.653Sine
20550.158.83σ 34.06Sine
50449.795.43σ 53.30.17Random
9756.771333σ 72.61.1×10⁻⁶Random
20005.3390.03σ 48.03.3×10⁻⁶Random

How much to scale the random test to cover the sine

Damage grows with ASD to the power b/2 and in proportion to time. These are the factors that make the random damage equal or exceed the sine damage at every natural frequency where both tests have input, for four values of b.

Fatigue exponent bRandom ASD factorOr random time factor
5×6.55 (+8.2 dB)×110
6×6.93 (+8.4 dB)×333
7×7.13 (+8.5 dB)×967
8×7.19 (+8.6 dB)×2,675
Reference Guide: Comparing Sine and Random Vibration
01

Why There Is No Direct Conversion

Different mathematics

A sine test puts one frequency on the part at a time. A random test puts the whole band on at once, with a level that changes from moment to moment. MIL-STD-810H (Method 514.8, Annex A, paragraph 2.3.5) says a general equivalence is not feasible, and that comparing sine peak g with random Grms compares nothing but the units.

What can be compared

What both tests do to the part. A part that matters has resonances. At each possible natural frequency you can compare the largest response each test causes, and the fatigue damage each one does.

The same random test can be harsher than a sine sweep for a part resonating at 300 Hz and milder for one at 20 Hz. The charts show this across the whole band.
02

Largest Response (Maximum Response Spectrum)

The model

The part is a mass on a spring with natural frequency fₙ and amplification Q = 1/(2ζ). Driven at f with base acceleration A, its response (relative displacement × ω₀², in g) is

y = A / √[(1 − r²)² + (2ζr)²], r = f/fₙ.

It peaks at A/(2ζ√(1−ζ²)) ≈ Q·A when f = fₙ. These are the formulas of MIL-STD-810H Annex F, Appendix E.

Sine and random

Sine sweep: the largest y as the sweep passes every frequency.

Random: the rms response σ is the square root of ∫ y² · ASD df. For a flat ASD this is Miles' equation, σ = √(π/2 · fₙ · Q · ASD). The largest response in test time T is the level crossed once on average: σ · √(2 ln(fₙ·T)), as in Annex F, Appendix E. For one hour at 100 Hz that is 5.1σ, not 3σ.

03

Fatigue Damage Spectrum

Damage per cycle

With an S-N curve N·Sb = constant and Miner's rule, each cycle of response amplitude y adds damage in proportion to yb. Stress in the part is taken as proportional to its response.

Sine sweep: D = Σ cycles × yb. For a log sweep at R octaves per second, D = ∫ yb df / (R·ln 2), per sweep.

Random

The response is narrow-band near fₙ, with Rayleigh-distributed peaks:

D = fₙ · T · (√2·σ)b · Γ(1 + b/2)

MIL-STD-810H Annex F, Appendix C gives a damage index for random spectra, fₙ·T·[fₙ·G(fₙ)/ζ]b/2. It drops constant factors, which is fine for comparing two random spectra. It is not fine for comparing random with sine, so this page keeps the full expression.
04

Assumptions and Limits

One linear resonance at a time, with the same Q at every natural frequency. Real parts have several modes, and damping changes with level.

The sweep is slow enough for the response to build to steady state at each frequency. Fast sweeps through a high-Q resonance give less than this.

Response peaks are counted at fₙ cycles per second for random. Fatigue uses a single S-N slope b and Miner's rule. The answer depends strongly on b and Q, so use the sensitivity table and try other Q values.

Use these results to judge whether one test plausibly covers another. They do not replace an agreement with the customer or the test authority.
05

Sources

MIL-STD-810H, Environmental Engineering Considerations and Laboratory Tests, Method 514.8 Vibration (31 January 2019; public release). Annex A, paragraph 2.2 (fatigue exponents) and 2.3.5 (random versus sinusoidal equivalence). Annex E, Figures 514.8E-1 and 514.8E-2 (the default profiles). Annex F, Appendix C (fatigue damage spectrum, after Henderson and Piersol, 1995) and Appendix E (maximum response spectrum).

C. Lalanne, Mechanical Vibration and Shock Analysis, Volume 5, Specification Development (cited by MIL-STD-810H): the response and fatigue damage spectrum method.

J. W. Miles, "On Structural Fatigue Under Random Loading", Journal of the Aeronautical Sciences, 21(11), 1954, pp. 753–762.

The integrals are computed numerically on this page. The tests in this site's code check them against Miles' equation and the closed-form damage of a slow sweep through one resonance.