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Uncovering the finite difference model equivalent to Hencky bar-net model for axisymmetric bending of circular and annular plates
Institution:1. School of Civil Engineering, The University of Queensland, St Lucia, Queensland 4072, Australia;2. Centre de Recherche, Rue de Saint Maudé?Université de Bretagne Sud, IRDL?UBS?Lorient, Institut de Recherche Dupuy de Lôme, BP 92116, 56321 Lorient cedex, France;3. School of Mechanical and Mining Engineering, The University of Queensland, St Lucia, Queensland 4072, Australia
Abstract:As there are a few finite difference models in the literature for axisymmetric bending of plates, only one of these models is equivalent to the Hencky bar-net model (HBM) that comprises a finite number of rigid circular arcs and straight radial segments joined by frictionless hinges with elastic rotational springs. This paper is concerned with uncovering the one finite difference model (FDM) that is equivalent to the HBM. Based on the energy formulation, the governing equation for HBM is derived and it will be used to identify the FDM that has the same discrete set of equations. By using this equivalency between the HBM and the identified FDM, the expressions of edge spring stiffnesses of HBM are derived for various boundary conditions. As illustrative examples, the HBM is used to solve the bending problems of circular plates under uniformly and linearly increasing distributed loads. The analytical solutions of HBM avoids the singularity problem faced in FDM at the plate center. This paper also presents some benchmark bending solutions for annular plates with and without an internal ring support for different boundary restraints by using the HBM.
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