A study on the effects of damage models and wavelet bases for damage identification and calibration in beams

DC FieldValueLanguage
dc.contributor.authorPakrashi, Vikram-
dc.contributor.authorO'Connor, Alan-
dc.contributor.authorBasu, Biswajit-
dc.date.accessioned2019-05-16T10:20:44Z-
dc.date.available2019-05-16T10:20:44Z-
dc.date.copyright2007 Computer-Aided Civil and Infrastructure Engineeringen_US
dc.date.issued2008-06-28-
dc.identifier.citationComputer-Aided Civil and Infrastructure Engineeringen_US
dc.identifier.issn1093-9687-
dc.identifier.urihttp://hdl.handle.net/10197/10496-
dc.description.abstractDamage detection and calibration in beams by wavelet analysis involve some key factors such as the damage model, the choice of the wavelet function, the effects of windowing, and the effects of masking due to the presence of noise during measurement. A numerical study has been performed in this article addressing these issues for single and multispan beams with an open crack. The first natural modeshapes of single and multispan beams with an open crack have been simulated considering damage models of different levels of complexity and analyzed for different crack depth ratios and crack positions. Gaussian white noise has been synthetically introduced to the simulated modeshape and the effects of varying signal-to-noise ratio have been studied. A wavelet-based damage identification technique has been found to be simple, efficient, and independent of damage models and wavelet basis functions, once certain conditions regarding the modeshape and the wavelet bases are satisfied. The wavelet-based damage calibration is found to be dependent on a number of factors including damage models and the basis function used in the analysis. A curvature-based calibration is more sensitive than a modeshape-based calibration of the extent of damage.en_US
dc.language.isoenen_US
dc.publisherWiley Online Libraryen_US
dc.rightsThis is the peer reviewed version of the following article: Pakrashi, V. , O'Connor, A. and Basu, B. (2007), A Study on the Effects of Damage Models and Wavelet Bases for Damage Identification and Calibration in Beams. Computer‐Aided Civil and Infrastructure Engineering, 22: 555-569, which has been published in final form at http://onlinelibrary.wiley.com/doi/ doi:10.1111/j.1467-8667.2007.00510.x. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.en_US
dc.subjectDamage detectionen_US
dc.subjectWavelet analysisen_US
dc.subjectDamage modelen_US
dc.subjectCurvature-based calibrationen_US
dc.subjectModeshape-based calibrationen_US
dc.titleA study on the effects of damage models and wavelet bases for damage identification and calibration in beamsen_US
dc.typeJournal Articleen_US
dc.internal.authorcontactothervikram.pakrashi@ucd.ieen_US
dc.statusPeer revieweden_US
dc.identifier.volume22en_US
dc.identifier.issue8en_US
dc.identifier.startpage555en_US
dc.identifier.endpage569en_US
dc.identifier.doi10.1111/j.1467-8667.2007.00510.x-
dc.neeo.contributorPakrashi|Vikram|aut|-
dc.neeo.contributorO'Connor|Alan|aut|-
dc.neeo.contributorBasu|Biswajit|aut|-
dc.date.updated2019-05-06T20:27:42Z-
item.fulltextWith Fulltext-
item.grantfulltextopen-
Appears in Collections:Mechanical & Materials Engineering Research Collection
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