2022
DOI: 10.1177/00368504211064487
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Damage detection based on output-only measurements using cepstrum analysis and a baseline-free frequency response function curvature method

Abstract: Low-severity multiple damage detection relies on sensing minute deviations in the vibrational or dynamical characteristics of the structure. The problem becomes complicated when the reference vibrational profile of the healthy structure and corresponding input excitation, is unavailable as frequently experienced in real-life scenarios. Detection methods that require neither undamaged vibrational profile (baseline-free) nor excitation information (output-only) constitute state-of-art in structural health monito… Show more

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Cited by 5 publications
(2 citation statements)
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“…An enhancement of frequency response function (FRF) curvature technique that is output-only and baseline-free was investigated. 28 In order to accurately analyze multiple damage positions in steel panels, this study proposed an output-only, baseline-free damage localization technique that combined the FRF curvature approach with the cepstrum methodology 28 and variational mode decomposition. 29 The FRF signal can be generated as a result of original input excitation, which might be used for the suggested methods for damage detection in a laminated composite plate.…”
Section: Introductionmentioning
confidence: 99%
“…An enhancement of frequency response function (FRF) curvature technique that is output-only and baseline-free was investigated. 28 In order to accurately analyze multiple damage positions in steel panels, this study proposed an output-only, baseline-free damage localization technique that combined the FRF curvature approach with the cepstrum methodology 28 and variational mode decomposition. 29 The FRF signal can be generated as a result of original input excitation, which might be used for the suggested methods for damage detection in a laminated composite plate.…”
Section: Introductionmentioning
confidence: 99%
“…An upgraded technique based on the finite element approach was proposed by Alshalal et al [5] for the identification of the extent of the damage for a simply supported steel beam via the frequency response function curvature and its position. Ayisha et al [6] presented an improved frequency response function curvature method which is both baseline-free and output-only. It employed the cepstrum technique to eliminate decay of higher resonance peaks caused by the temporal spread of real impulse excitation.…”
Section: Introductionmentioning
confidence: 99%