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dc.contributor.authorSloboda, Andrew R.;Kong, Chin Ting
dc.date.accessioned2023-04-06T13:03:13Z
dc.date.available2023-04-06T13:03:13Z
dc.date.copyright10/11/2022 12:00:00 AM
dc.date.issued2022
dc.identifier.issn15551415
dc.identifier.othercnd_017_12_121004.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4288992
dc.description.abstractChaotic signals have long held promise as a means of excitation in structural health monitoring applications, but methods to process the structural response and infer damage are limited in number and effectiveness. Here, an alternative geometric methodology is presented that is based on measuring the boundary deformation of a system attractor as parameters change. This technique involves sampling the boundaries of two system attractors: one with nominal parameters and one with varied parameters, and then computing boundary transformation vectors (BTVs) between them. These vectors encode information about how the system has changed. This method allows damage level as well as type/location to be simultaneously quantified in simulated structures, and represents a major step toward making chaotic excitation a more practical choice for structural health monitoring.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleBoundary Transformation Vectors: A Geometric Method of Quantifying Attractor Deformation for Structural Health Monitoring
dc.typeJournal Paper
dc.journal.volume17
dc.journal.issue12
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4055791
dc.journal.fristpage121004
dc.journal.lastpage12100410
dc.page10
dc.treeJournal of Computational and Nonlinear Dynamics:;2022:;volume( 017 ):;issue: 012
dc.contenttypeFulltext


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