A posteriori error estimation in non-linear FE analyses of shell structures

DOI10.1002/nme.381zbMath1169.74615OpenAlexW2017659136MaRDI QIDQ4530099

Herbert A. Mang, Roman Lackner

Publication date: 29 May 2002

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.381

zbMATH Keywords

error estimationadaptivityreinforced concretestress recoverycooling towerlayer concept

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Error bounds for boundary value problems involving PDEs (65N15)

Related Items (3)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ A model-adaptive hanging node concept based on a new non-linear solid-shell formulation ⋮ A posteriori error estimation and adaptive mesh refinement in chemoplastic analyses of shotcrete tunnel linings

Cites Work

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• Computational inelasticity
• Error indicators and mesh refinements for finite element computations of elastoplastic deformations
• Adaptivity in computational mechanics of concrete structures
• A simple error estimator and adaptive procedure for practical engineerng analysis
• Gradient-dependent plasticity: Formulation and algorithmic aspects
• The superconvergent patch recovery anda posteriori error estimates. Part 1: The recovery technique
• A‐posteriori error estimates for the finite element method
• On error estimates and adaptivity in elastoplastic solids: Applications to the numerical simulation of strain localization in classical and Cosserat continua

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