L. Beirao da Veiga, J. Niiranen, R. Stenberg
Published 2006-11-22Version 1
A new finite element formulation for the Kirchhoff plate model is presented. The method is a displacement formulation with the deflection and the rotation vector as unknowns and it is based on ideas stemming from a stabilized method for the Reissner--Mindlin model and a method to treat a free boundary. Optimal a-priori and a-posteriori error estimates are derived.
Error Analysis for Quadtree-Type Mesh-Coarsening Algorithms Adapted to Pixelized Heterogeneous Microstructures
Error Analysis of Lagrange Interpolation on Tetrahedrons
A priori and a posteriori $W^{1,\infty}$ error analysis of a QC method for complex lattices
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