What is it about?

This paper aims to identify damage locations as well as quantification of damage extent utilizing a vibration-based method. Damage indices called singular wavelet packet entropy and relative wavelet packet entropy are proposed to identify the location and to quantify the structural damage. The method involves two steps: firstly, the singular value of wavelet packet entropy, which reveals the abnormality distribution of the energy in signal time-frequency domain and secondly, relative wavelet packet entropy that is an acceptable damage feature to examine damage location and quantitative evaluation of the extent of damages through the vibration signals.

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Why is it important?

The effects of wavelet type and decomposition level on the detection of damage location are examined. Numerical and experimental results from four test beams are used to verify the viability of this method. The method allows for analysis without the need of base data.

Perspectives

Results show that the damage indices method has great potential in identification of location and depth of cut in a steel beam.

Professor Zubaidah Ismail
University of Malaya

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This page is a summary of: A Hybrid Procedure for Structural Damage Identification in Beam-Like Structures Using Wavelet Analysis, Advances in Structural Engineering, November 2015, SAGE Publications,
DOI: 10.1260/1369-4332.18.11.1901.
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