Non-contact full-field vibration measurement using 3D digital image correlation: Experimental validation against accelerometers in multi-axis dynamic testing
Abstract
Accurate measurement of such vibrations is a prerequisite for any research work in the field of structural dynamics, modal analysis, and evaluation of machinery reliability. Although accelerometers are traditionally used for experimental vibration analysis, their use is also associated with certain limitations such as mass loading effects and under-sampling issues. Non-contact full-field vibration measurement techniques such as three-dimensional digital image correlation (3D-DIC) have also emerged as potential alternatives for vibration measurement. However, their comprehensive evaluation for full-field vibration measurement under broadband random excitations is still limited. This paper presents an experimental evaluation of the full-field vibration measurement technique using 3D-DIC for vibration measurement. The performance evaluation of the technique is also carried out using a conventional vibration measurement technique such as accelerometers. A ribbed aluminium cantilever plate is subjected to controlled broadband random excitations, and the vibration response is measured using a stereo high-speed full-field vibration measurement technique such as 3D-DIC and a triaxial accelerometer. The comparative analysis showed considerable concurrence between the two systems in the assessment of the displacement amplitude tracking, resonance identification, and modal shape characterization. Statistical evaluation showed the absence of any statistically significant difference in the mean displacement measurement within the established industrial tolerance limit. The optical system provided continuous spatial resolution and multi-axis displacement mapping without the application of any structural mass loading. This shows the equivalence and the industrial applicability of the 3D-DIC method for broadband multi-axis dynamic testing, thus making it suitable for the analysis of the vibration behaviour of the structure.
Copyright (c) 2026 Suleiman Ibrahim Mohammad, Asokan Vasudevan, Seif Al Bustanji

This work is licensed under a Creative Commons Attribution 4.0 International License.
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