Finite elements based on energy orthogonal functions
From MaRDI portal
Publication:3880405
DOI10.1002/nme.1620151009zbMath0438.73063OpenAlexW2093350270MaRDI QIDQ3880405
Publication date: 1980
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1620151009
best possible stiffness matrixconvergence requirements for finite element written as set of linear constraints on stiffness matrixenergy orthogonality theorem
Related Items
Mass matrix templates: general description and 1D examples, The patch test conditions and some multivariable finite element formulations, Developments of Mindlin-Reissner plate elements, A new class of Zienkiewicz-type non-conforming element in any dimensions, A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis, A study of optimal membrane triangles with drilling freedoms., The TRIC shell element: Theoretical and numerical investigation, Efficient hybrid/mixed elements using admissible matrix formulation, Supernatural QUAD4: a template formulation, A V-cycle multigrid method for TRUNC plate element, An energy balancing method for large displacement analysis of structures, Convergence properties of two nonconforming finite elements, A symbolic Fourier synthesis of a one-point integrated quadrilateral plate element, Reusing linear finite elements in material and geometrically nonlinear analysis -- application to plane stress problems, Element formulation and numerical techniques for stability problems in shells, Efficient implementation of quadrilaterals with high coarse-mesh accuracy, A unified formulation of small-strain corotational finite elements. I: Theory, A 3-node flat triangular shell element with corner drilling freedoms and transverse shear correction