dc.contributor.authorWang, Longqi
dc.contributor.authorLie, Seng Tjhen
dc.contributor.authorZhang, Yao
dc.date.accessioned2016-05-09T09:18:43Z
dc.date.available2016-05-09T09:18:43Z
dc.date.copyright2016
dc.date.issued2015
dc.identifier.citationWang, L., Lie, S. T., & Zhang, Y. (2015). Damage detection using frequency shift path. Mechanical Systems and Signal Processing, 66, 298-313.en_US
dc.identifier.issn0888-3270en_US
dc.identifier.urihttp://hdl.handle.net/10220/40506
dc.description.abstractThis paper introduces a novel concept called FREquency Shift (FRESH) path to describe the dynamic behavior of structures with auxiliary mass. FRESH path combines the effects of frequency shifting and amplitude changing into one space curve, providing a tool for analyzing structure health status and properties. A damage index called FRESH curvature is then proposed to detect local stiffness reduction. FRESH curvature can be easily adapted for a particular problem since the sensitivity of the index can be adjusted by changing auxiliary mass or excitation power. An algorithm is proposed to adjust automatically the contribution from frequency and amplitude in the method. Because the extraction of FRESH path requires highly accurate frequency and amplitude estimators; therefore, a procedure based on discrete time Fourier transform is introduced to extract accurate frequency and amplitude with the time complexity of View the MathML source, which is verified by simulation signals. Moreover, numerical examples with different damage sizes, severities and damping are presented to demonstrate the validity of the proposed damage index. In addition, applications of FRESH path on two steel beams with different damages are presented and the results show that the proposed method is valid and computational efficient.en_US
dc.format.extent31 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesMechanical Systems and Signal Processingen_US
dc.rights© 2015 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Mechanical Systems and Signal Processing, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://dx.doi.org/10.1016/j.ymssp.2015.06.028].en_US
dc.subjectAuxiliary massen_US
dc.subjectDamage detectionen_US
dc.subjectDiscrete time Fourier transformen_US
dc.subjectFrequency shift pathen_US
dc.titleDamage detection using frequency shift pathen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.ymssp.2015.06.028
dc.description.versionAccepted versionen_US
dc.identifier.rims192429


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