dc.contributor.advisor | Ganguli, Ranjan | |
dc.contributor.advisor | Mani, V | |
dc.contributor.author | Kambampati, Sandilya | |
dc.date.accessioned | 2016-04-27T07:07:09Z | |
dc.date.accessioned | 2018-07-31T05:15:41Z | |
dc.date.available | 2016-04-27T07:07:09Z | |
dc.date.available | 2018-07-31T05:15:41Z | |
dc.date.issued | 2016-04-27 | |
dc.date.submitted | 2012 | |
dc.identifier.uri | https://etd.iisc.ac.in/handle/2005/2523 | |
dc.identifier.abstract | http://etd.iisc.ac.in/static/etd/abstracts/3274/G25558-Abs.pdf | en_US |
dc.description.abstract | In 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.iso | en_US | en_US |
dc.relation.ispartofseries | G25558 | en_US |
dc.subject | Isospectral Systems | en_US |
dc.subject | Rotating Beams | en_US |
dc.subject | Isopectral Beams | en_US |
dc.subject | Non-rotating Beams | en_US |
dc.subject | Isospectral Rotating Beams | en_US |
dc.subject | Isospectral Non-Rotating Beams | en_US |
dc.subject | Rotating Uniform Beam | en_US |
dc.subject | Uniform Non-Rotating Beams | en_US |
dc.subject | Non-Rotating Uniform Beams | en_US |
dc.subject | Isospectral Non-Uniform Rotating Beams | en_US |
dc.subject | Rotating Beam | en_US |
dc.subject.classification | Structural Engineering | en_US |
dc.title | Determination Of Isopectral Rotating And Non-Rotating Beams | en_US |
dc.type | Thesis | en_US |
dc.degree.name | MSc Engg | en_US |
dc.degree.level | Masters | en_US |
dc.degree.discipline | Faculty of Engineering | en_US |