Thick Plates on Elastic Foundations: One-Variable Formulation
- 1 December 1979
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 105 (6) , 1041-1045
- https://doi.org/10.1061/jmcea3.0002540
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.Keywords
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