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Detection and localization of multiple small damages in beam
by
Naqvi, Syed Abbas Zilqurnain
, Ahsan, Muhammad
, Baneen, Ummul
, Nayyar, Ayisha
in
Damage detection
/ Damage localization
/ Frequency ranges
/ Frequency response functions
/ Mathematical analysis
/ Polynomials
/ Resonant frequencies
/ Sensitivity analysis
/ Signal to noise ratio
/ Steel beams
2021
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Detection and localization of multiple small damages in beam
by
Naqvi, Syed Abbas Zilqurnain
, Ahsan, Muhammad
, Baneen, Ummul
, Nayyar, Ayisha
in
Damage detection
/ Damage localization
/ Frequency ranges
/ Frequency response functions
/ Mathematical analysis
/ Polynomials
/ Resonant frequencies
/ Sensitivity analysis
/ Signal to noise ratio
/ Steel beams
2021
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Do you wish to request the book?
Detection and localization of multiple small damages in beam
by
Naqvi, Syed Abbas Zilqurnain
, Ahsan, Muhammad
, Baneen, Ummul
, Nayyar, Ayisha
in
Damage detection
/ Damage localization
/ Frequency ranges
/ Frequency response functions
/ Mathematical analysis
/ Polynomials
/ Resonant frequencies
/ Sensitivity analysis
/ Signal to noise ratio
/ Steel beams
2021
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Detection and localization of multiple small damages in beam
Journal Article
Detection and localization of multiple small damages in beam
2021
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Overview
Localizing small damages often requires sensors be mounted in the proximity of damage to obtain high Signal-to-Noise Ratio in system frequency response to input excitation. The proximity requirement limits the applicability of existing schemes for low-severity damage detection as an estimate of damage location may not be known a priori. In this work it is shown that spatial locality is not a fundamental impediment; multiple small damages can still be detected with high accuracy provided that the frequency range beyond the first five natural frequencies is utilized in the Frequency response functions (FRF) curvature method. The proposed method presented in this paper applies sensitivity analysis to systematically unearth frequency ranges capable of elevating damage index peak at correct damage locations. It is a baseline-free method that employs a smoothing polynomial to emulate reference curvatures for the undamaged structure. Numerical simulation of steel-beam shows that small multiple damages of severity as low as 5% can be reliably detected by including frequency range covering 5–10th natural frequencies. The efficacy of the scheme is also experimentally validated for the same beam. It is also found that a simple noise filtration scheme such as a Gaussian moving average filter can adequately remove false peaks from the damage index profile.
Publisher
SAGE Publications,Sage Publications Ltd,SAGE Publishing
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