4.6 Article

Performance of Optical Structural Vibration Monitoring Systems in Experimental Modal Analysis

Journal

SENSORS
Volume 21, Issue 4, Pages -

Publisher

MDPI
DOI: 10.3390/s21041239

Keywords

optical systems; structural health monitoring; modal testing; vibration measurement; experimental modal analysis

Funding

  1. Bolashak International Scholarship of the President of the Republic of Kazakhstan
  2. UK Collaboratorium for Research in Infrastructure and Cities (UKCRIC)
  3. Engineering and Physical Sciences Research Council (EPSRC) [EP/P017169/1]
  4. EPSRC [EP/P017169/1] Funding Source: UKRI

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This study compares the performance of different optical vibration monitoring systems and their application in modal identification. The results show that the modal parameters identified from each system are not always equivalent, and each system has limitations inherent to its design.
Image-based optical vibration measurement is an attractive alternative to the conventional measurement of structural dynamics predominantly relying on accelerometry. Although various optical vibration monitoring systems are now readily available, their performance is currently not well defined, especially in the context of experimental modal analysis. To this end, this study provides some of the first evidence of the capability of optical vibration monitoring systems in modal identification using input-output measurements. A comparative study is conducted on a scaled model of a 3D building frame set in a laboratory environment. The dynamic response of the model to an impulse excitation from an instrumented hammer, and an initial displacement, is measured by means of five optical motion capture systems. These include commercial and open-source systems based on laser Doppler velocimetry, fiducial markers and marker-less pattern recognition. The performance of these systems is analysed against the data obtained with a set of high-precision accelerometers. It is shown that the modal parameters identified from each system are not always equivalent, and that each system has limitations inherent to its design. Informed by these findings, a guidance for the deployment of the considered optical motion capture systems is given, aiding in their choice and implementation for structural vibration monitoring.

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