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dc.contributor.authorSinha, Alok
dc.date.accessioned2026-08-23T07:50:39Z
dc.date.available2026-08-23T07:50:39Z
dc.date.copyright2026/10/01
dc.date.issued2026
dc.identifier.issn1555-1415
dc.identifier.othercnd-25-1324.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4315689
dc.description.abstractAbstract. This paper presents an algorithm to find natural frequencies and mode shapes of a uniform Reddy beam. In this method, spatial state equations are developed and the spatial state transition matrix is computed, which is independent of the boundary conditions of the beam. Then, natural frequencies and mode shape equations are easily derived for any boundary conditions in terms of elements of the state transition matrix evaluated at the right end of the beam. As examples, these equations are derived for pinned–pinned and clamped–clamped beams. Numerical difficulties in implementing this method are recognized, and a reduced-order spatial state space model is developed by analyzing the nature of roots of the sixth-order characteristic equation. Numerical results are presented for rectangular beams and compared to those for Timoshenko beams.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleComputing Natural Frequencies and Mode Shapes of a Reddy Beam
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue10
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4072045
dc.journal.fristpage3373
dc.journal.lastpage3384
dc.page12
dc.treeJournal of Computational and Nonlinear Dynamics:;2026:;volume( 021 ):;issue:010
dc.contenttypeFulltext


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