Thick Plates on Elastic Foundations: One-Variable Formulation

by George Z. Voyiadjis, (M.ASCE),
Mohammed H. Baluch,

Serial Information: Journal of the Engineering Mechanics Division, 1979, Vol. 105, Issue 6, Pg. 1041-1045

Document Type: Journal Paper


Reissner formulated the problem of the bending of plates, including the effect of shear and transverse normal stress on the behavior of such plates. Frederick extended the Reissner formulation to the case of plates on elastic foundations and used a two .variable approach.

Subject Headings: Elastic foundations | Plates | Elastic analysis | Bending (structural) | Shear stress | Transverse shear | Case studies

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