An adaptive procedure for the finite element computation of non‐linear structural problems

DOI10.1108/02644409910271885zbMath0956.74056OpenAlexW2089522170MaRDI QIDQ4700870

Alfonso Hernández, J. Uria Albizuri, Rafael Avilés, Enrique Amezua

Publication date: 8 November 1999

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644409910271885

zbMATH Keywords

adaptive meshingerror estimatoriterative solutionrefinement criterionZATILAN code

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)

Related Items

A practical error estimator in elastoplastic problems with large strains. Part I: theoretical development, A practical error estimator in elastoplastic problems with large strains. Part II: analysis of numerical results, Error estimates and adaptive finite element methods

Cites Work

• Automatic adaptive remeshing for numerical simulations of metal forming
• An expert-system-like feedback approach to the hp-version of the finite element method
• Error indicators and adaptive remeshing in large deformation finite element analysis
• A procedure based on finite elements for the solution of nonlinear problems in the kinematic analysis of mechanisms
• A posteriori error estimation of \(h-p\) finite element approximations of frictional contact problems
• An adaptive meshing automatic scheme based on the strain energy density function
• Examination of flux projection-type error estimators in nonlinear finite element analysis
• Numerical inverse isoparametric mapping in remeshing and nodal quantity contouring
• Mesh rezoning of 2D isoparametric elements by inversion
• A general finite element approach for contact stress analysis
• Two new finite element contact algorithms
• H‐Adaptive finite element methods for dynamic problems, with emphasis on localization
• Application of fully automatic remeshing to complex metal-forming analyses
• Local and global smoothing of discontinuous finite element functions using a least squares method
• ERROR ESTIMATION AND ADAPTIVITY IN ELASTOPLASTICITY