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.Full text not available from this repository. (Request a copy)
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|
|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|
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