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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/8138
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dc.contributor.authorGoyal, Navneet-
dc.date.accessioned2022-12-26T10:38:12Z-
dc.date.available2022-12-26T10:38:12Z-
dc.date.issued1994-07-
dc.identifier.urihttps://www.sciencedirect.com/science/article/abs/pii/S0022460X84712880-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/8138-
dc.description.abstractShear theory and the eigenfunction method are used to analyze the forced motion of a plate-strip of linearly varying thickness. A plate clamped at both edges and a cantilever plate subjected to uniformly distributed and concentrated impulsive loads are analyzed as example problems. Numerical results computed for transverse deflection and bending moment of the plate are compared with those of classical theory.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectComputer Scienceen_US
dc.subjectTransverse Shearen_US
dc.titleEffect Of Transverse Shear And Rotatory Inertia On The Forced Motion Of A Plate-Strip Of Linearly Varying Thicknessen_US
dc.typeArticleen_US
Appears in Collections:Department of Computer Science and Information Systems

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