A high-performance shape-free polygonal hybriddisplacement-function finite-element method is proposed for analyses of Mindlin-Reissner plates. The analytical solutions of displacementfunctions are employed to constr...
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A high-performance shape-free polygonal hybriddisplacement-function finite-element method is proposed for analyses of Mindlin-Reissner plates. The analytical solutions of displacementfunctions are employed to construct element resultant fields, and the three-node Timoshenko's beam formulae are adopted to simulate the boundary displacements. Then, the element stiffness matrix is obtained by the modified principle of minimum complementary energy. With a simple division, the integration of all the necessary matrices can be performed within polygonal element region. Five new polygonal plate elements containing a mid-side node on each element edge are developed, in which element HDF-PE is for general case, while the other four, HDF-PE-SS1, HDF-PE-Free, IHDF-PE-SS1, and IHDF-PE-Free, are for the edge effects at different boundary types. Furthermore, the shapes of these new elements are quite free, i.e., there is almost no limitation on the element shape and the number of element sides. Numerical examples show that the new elements are insensitive to mesh distortions, possess excellent and much better performance and flexibility in dealing with challenging problems with edge effects, complicated loading, and material distributions.
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