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Steady-State Response of Thick Rectangular Plates

Iyengar, KT Sundara Raja and Raman, PV (1980) Steady-State Response of Thick Rectangular Plates. In: Journal of the Engineering Mechanics Division, 106 (4). pp. 842-844.

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Official URL: http://cedb.asce.org/cgi/WWWdisplay.cgi?2155893


The classical theory of plates neglects the effects of rotatory inertia and shear deformation, and due to this assumption it is applicable only for thin plates. Mindlin presented an improved plate theory which is fairly accurate.

Item Type: Journal Article
Publication: Journal of the Engineering Mechanics Division
Publisher: American Society of Civil Engineers
Additional Information: Copyright of this article belongs to American Society of Civil Engineers.
Department/Centre: Division of Mechanical Sciences > Mechanical Engineering
Date Deposited: 03 Feb 2010 10:43
Last Modified: 03 Feb 2010 10:43
URI: http://eprints.iisc.ac.in/id/eprint/21380

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