Application note | Modal testing

LDV Modal Analysis of an Aluminum Dome

Non-contact LDV mapping turns a lightweight aluminum dome into a practical modal test case. Six resonances from 20 Hz to 925 Hz were captured as full-field magnitude and phase maps, making nodal structure, circumferential order and frequency alignment visible without adding mass or wiring to the shell.

6

resonance modes resolved across the measured band

20-925 Hz

frequency range covered in the modal series

251

scan frames from phi = -6.0 degrees to +6.5 degrees in 0.05 degree steps

Coherence >= 0.71

frequency-response processing against the EHSC reference channel


Mode shapes become interpretable when amplitude and phase are seen together

Curved shells rarely behave like single-point systems. Useful modal data must show where motion concentrates, which regions move in or out of phase, and how nodal boundaries evolve as modal order rises. The LDV scan provides that view directly: brightness reveals vibration amplitude, color reveals instantaneous phase, and the transition lines between phase regions identify the shell’s nodal structure. For measurement principles, see Doppler-based laser vibrometry.

Find the antinodes first

Bright regions mark where the dome moves most strongly. Dark bands show nodes or low-response zones. As frequency rises, the response breaks into smaller, more localized lobes around the shell.

Separate in-phase and anti-phase sectors

Opposite colors move in opposite directions. When the map flips from one color family to the other, the shell crosses a nodal line. That makes the circumferential order of each mode visible at a glance.

Track nodal order across the modal series

The aluminum dome progresses from a low-frequency support-influenced response to clearly resolved circumferential shell modes. The increasing nodal complexity helps separate real shell behavior from isolated response peaks.


Non-contact scanning of the dome with a reference-based FRF workflow

The test article was an aluminum hemispherical dome. The visible surface was scanned without contact while a control reference channel supported frequency-response processing and coherence screening. Results below the 0.71 coherence threshold were excluded from interpretation.

Aluminum hemispherical dome on the scan platform with three reference sensors
The aluminum hemispherical dome on the scan platform with three reference sensors visible behind the test article.
  • Technique: Scanning Laser Doppler Vibrometer for non-contact full-field surface velocity.
  • Reference processing: Frequency-response function versus the EHSC control channel, with coherence screening before interpretation.
  • Scan geometry: Phi range from -6.0 degrees to +6.5 degrees in 0.05 degree increments for 251 measurement frames.
  • Outputs: Magnitude in dB and phase in radians from -pi to +pi at each resonance peak.

Six resonances reveal a clean circumferential bending series

Read left to right, the measured resonances move from a low-frequency support-influenced response into progressively finer circumferential shell patterns. The 60 Hz response is the first clearly resolved structural mode in this sequence and is best interpreted as a four-lobe circumferential shape. The later 190 Hz and 630 Hz maps follow the same trend with about six and ten lobes, respectively, while the highest-frequency maps show still finer rim scalloping.

Magnitude and phase maps for six resonance modes of an aluminum hemispherical dome from 20 Hz to 925 Hz
Magnitude maps are shown in the top row and phase maps in the bottom row. Together they show the progression from the lowest measured response to increasingly fine circumferential lobing.

Shell theory explains the ordering; the frequency fit checks the scale

Thin-shell vibration theory for spherical and hemispherical shells organizes the response by circumferential order. Higher-order families add more nodal diameters around the shell and therefore appear as finer lobing in the measured maps. The scan follows that ordering: the first structural comparison is the 60 Hz four-lobe response, followed by higher-order patterns near 190 Hz and 630 Hz. For background, see NASA’s Vibration of Shells and the Georgia Tech / NASA report on hemispherical shell response and eigenfunctions.

The frequency check used the measured outer diameter of 278 mm, a nominal shell thickness of 0.70 mm, and generic aluminum properties of E = 69 GPa, density = 2730 kg/m3, and Poisson’s ratio = 0.33. Under those assumptions, the reduced-order model predicts the six resonances at 22.5, 63.5, 196.9, 397.6, 665.4, and 1000.1 Hz. Holding the material fixed and fitting only an effective thickness gives 0.654 mm, aligning the sequence to 21.0, 59.3, 183.9, 371.4, 621.7, and 933.4 Hz.

Measured modeMeasuredNominal model, 0.70 mmFitted thickness, 0.654 mmFit error
120 Hz22.5 Hz21.0 Hz+5.1%
260 Hz63.5 Hz59.3 Hz-1.1%
3190 Hz196.9 Hz183.9 Hz-3.2%
4380 Hz397.6 Hz371.4 Hz-2.3%
5630 Hz665.4 Hz621.7 Hz-1.3%
6925 Hz1000.1 Hz933.4 Hz+0.9%

For engineering use, the fitted thickness acts as an effective scale parameter. It captures tolerance, support compliance and local damping effects while keeping the aluminum material assumption fixed, bringing the modeled frequency sequence within 5.1% of the measured resonances.


From modal testing to industrial vibration mapping

The same non-contact workflow scales from small shell structures to larger industrial assets. For a complete modal workflow, see full-field quantitative modal analysis. For dense vector reconstruction, see 3D velocity field and strain analysis. For field diagnostics on rotating and electrical assets, see the WEG motor and transformer diagnostics example. For system-level context, see Parallel Beam Laser RADAR benefits and the Q2 Laser RADAR. For manufacturer context, see WEG.

Want to turn shell vibration into a usable modal workflow?

Bring the part geometry, expected frequency band, excitation constraints and access limits to define a scan plan, reference strategy and modal dataset that fits the test objective.

    Compartir