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dc.contributor.advisorGanguli, Ranjan
dc.contributor.advisorMani, V
dc.contributor.authorKambampati, Sandilya
dc.date.accessioned2016-04-27T07:07:09Z
dc.date.accessioned2018-07-31T05:15:41Z
dc.date.available2016-04-27T07:07:09Z
dc.date.available2018-07-31T05:15:41Z
dc.date.issued2016-04-27
dc.date.submitted2012
dc.identifier.urihttps://etd.iisc.ac.in/handle/2005/2523
dc.identifier.abstracthttp://etd.iisc.ac.in/static/etd/abstracts/3274/G25558-Abs.pdfen_US
dc.description.abstractIn this work, rotating beams which are isospectral to non-rotating beams are studied. A rotating beam is isospectral to a non-rotating beam if both the beams have the same spectral properties i.e; both the beams have the same set of natural frequencies under a given boundary condition. The Barcilon-Gottlieb transformation is extended, so that it converts the fourth order governing equation of a rotating beam (uniform or non-uniform), to a canonical fourth order eigenvalue equation. If the coefficients in this canonical equation match with the coefficients of the non-rotating beam (non-uniform or uniform) equation, then the rotating and non-rotating beams are isospectral to each other. The conditions on matching the coefficients lead to a pair of coupled differential equations. We solve these coupled differential equations for a particular case, and thereby obtain a class of isospectral rotating and non-rotating beams. However, to obtain isospectral beams, the transformation must leave the boundary conditions invariant. We show that the clamped end boundary condition is always invariant, and for the free end boundary condition to be invariant, we impose certain conditions on the beam characteristics. The mass and stiffness functions for the isospectral rotating and non-rotating beams are obtained. We use these mass and stiffness functions in a finite element analysis to verify numerically the isospectral property of the rotating and non-rotating beams. Finally, the example of beams having a rectangular cross section is presented to show the application of our analysis. Since experimental determination of rotating beam frequencies is a difficult task, experiments can be easily conducted on these rectangular non-rotating beams, to calculate the frequencies of the isospectral rotating beams.en_US
dc.language.isoen_USen_US
dc.relation.ispartofseriesG25558en_US
dc.subjectIsospectral Systemsen_US
dc.subjectRotating Beamsen_US
dc.subjectIsopectral Beamsen_US
dc.subjectNon-rotating Beamsen_US
dc.subjectIsospectral Rotating Beamsen_US
dc.subjectIsospectral Non-Rotating Beamsen_US
dc.subjectRotating Uniform Beamen_US
dc.subjectUniform Non-Rotating Beamsen_US
dc.subjectNon-Rotating Uniform Beamsen_US
dc.subjectIsospectral Non-Uniform Rotating Beamsen_US
dc.subjectRotating Beamen_US
dc.subject.classificationStructural Engineeringen_US
dc.titleDetermination Of Isopectral Rotating And Non-Rotating Beamsen_US
dc.typeThesisen_US
dc.degree.nameMSc Enggen_US
dc.degree.levelMastersen_US
dc.degree.disciplineFaculty of Engineeringen_US


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