Thick Plates on Elastic Foundations: One-Variable Formulationby 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
Abstract: 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: Plates | Elastic foundations | Elastic analysis | Bending (structural) | Shear stress | Transverse shear | Case studies
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