caa a22 4500 445812575 CHVBK 20180317145216.0 cr unu---uuuuu 170323e20111101xx s 000 0 eng 10.1007/s00419-011-0513-4 doi (NATIONALLICENCE)springer-10.1007/s00419-011-0513-4 Vijayakumar K. Department of Aerospace Engineering, Indian Institute of Science, 560012, Bangalore, India aut A relook at Reissner's theory of plates in bending [Elektronische Daten] [K. Vijayakumar] 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 (torsion-type) 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. Springer-Verlag, 2011 Plates nationallicence Bending nationallicence Isotropy nationallicence Elasticity nationallicence Archive of Applied Mechanics Springer-Verlag 81/11(2011-11-01), 1717-1724 0939-1533 81:11<1717 2011 81 419 https://doi.org/10.1007/s00419-011-0513-4 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/s00419-011-0513-4 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Vijayakumar K. Department of Aerospace Engineering, Indian Institute of Science, 560012, Bangalore, India aut NATIONALLICENCE 773 0- Archive of Applied Mechanics Springer-Verlag 81/11(2011-11-01), 1717-1724 0939-1533 81:11<1717 2011 81 419 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer