A relook at Reissner’s theory of plates in bending
 K. Vijayakumar
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Shear deformation and higher order theories of plates in bending are (generally) based on plate element equilibrium equations derived either through variational principles or other methods. They involve coupling of flexure with torsion (torsiontype) problem and if applied vertical load is along one face of the plate, coupling even with extension problem. These coupled problems with reference to vertical deflection of plate in flexure result in artificial deflection due to torsion and increased deflection of faces of the plate due to extension. Coupling in the former case is eliminated earlier using an iterative method for analysis of thick plates in bending. The method is extended here for the analysis of associated stretching problem in flexure.
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 Title
 A relook at Reissner’s theory of plates in bending
 Journal

Archive of Applied Mechanics
Volume 81, Issue 11 , pp 17171724
 Cover Date
 20111101
 DOI
 10.1007/s0041901105134
 Print ISSN
 09391533
 Online ISSN
 14320681
 Publisher
 SpringerVerlag
 Additional Links
 Topics
 Keywords

 Plates
 Bending
 Isotropy
 Elasticity
 Industry Sectors
 Authors

 K. Vijayakumar ^{(1)}
 Author Affiliations

 1. Department of Aerospace Engineering, Indian Institute of Science, Bangalore, 560012, India