Abstract:The governing equations for plate bending problems are given by the partial differential equations of the 4th order. Therefore C 1 continuous elements are required for approximation and discretization with using the standard finite element method (FEM). A novel discretization method is proposed and developed for numerical solution of plate bending boundary value problems. In contrast to the standard FEM, the analysed domain is not covered by a mesh of fixed non-overlapping finite elements, but only a net of no… Show more
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