Refined explicit integration of elastoplastic models with automatic error control
From MaRDI portal
Publication:2726097
DOI10.1108/02644400110365842zbMath1015.74061OpenAlexW2011920497WikidataQ126266643 ScholiaQ126266643MaRDI QIDQ2726097
Andrew J. Abbo, Dai-Chao Sheng, Scott W. Sloan
Publication date: 16 March 2003
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644400110365842
elastoplasticitystress analysisautomatic error controlautomatic substeppingexplicit modified Euler methodgeneralised Cam clayMohr-Coulomb soilTresca soil
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (30)
Modelling of damage accumulation and failure of structural members subjected to strong seismic actions ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Second-order cone programming formulation for consolidation analysis of saturated porous media ⋮ Application of an elastoplastic spectral-element method to 3D slope stability analysis ⋮ Research on Algorithm and Coupling Damage Model of Rock Under High Temperature and Loading Based on Mohr–Coulomb Criterion ⋮ A 3D non-orthogonal plastic damage model for concrete ⋮ A novel formulation for integrating nonlinear kinematic hardening Drucker-Prager's yield condition ⋮ Numerical solution for plasticity models using consistency bisection and a transformed-space closest-point return: a nongradient solution method ⋮ Memory repositioning in soil plasticity models used in contact problems ⋮ A comprehensive implicit substepping integration scheme for multisurface plasticity ⋮ A robust computational strategy for failure prediction of masonry structures using an improved multi‐surface damage‐plastic based interface model ⋮ An unconditionally stable explicit finite element algorithm for coupled hydromechanical problems of soil mechanics in pseudo‐static conditions ⋮ Refined \(h\)-adaptive finite element procedure for large deformation geotechnical problems ⋮ A return mapping algorithm based on the hyper dual step derivative approximation for elastoplastic models ⋮ An implicit stress update algorithm for the plastic nonlocal damage model of concrete ⋮ Return mapping for nonsmooth and multiscale elastoplasticity ⋮ A hysteretic multiscale formulation for nonlinear dynamic analysis of composite materials ⋮ Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils ⋮ Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils ⋮ Computational plasticity of mixed hardening pressure-dependency constitutive equations ⋮ A rate-dependent stochastic damage-plasticity model for quasi-brittle materials ⋮ A sub-stepping approach for elasto-plasticity with rotational hardening ⋮ Computational methods for elastoplasticity: an overview of conventional and \textit{less-conventional} approaches ⋮ Modelling stress-induced anisotropy in multi-phase granular soils ⋮ Non-convexity and stress-path dependency of unsaturated soil models ⋮ Explicit Integration Algorithm of the Bounding Surface Model Based on Swell–Shrink Rules for Cyclic Behaviors of Clay ⋮ A cooperative game for automated learning of elasto-plasticity knowledge graphs and models with AI-guided experimentation ⋮ An open-source unconstrained stress updating algorithm for the modified Cam-clay model ⋮ NICE -- an explicit numerical scheme for efficient integration of nonlinear constitutive equations ⋮ Explicit integration scheme for a non-isothermal elastoplastic model with convex and nonconvex subloading surfaces
Cites Work
- Consistent tangent operators for rate-independent elastoplasticity
- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
- An evaluation of substepping and implicit stress point algorithms
- Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
- A continuous plasticity version of the critical state model
- Removal of singularities in tresca and mohr-coulomb yield functions
- An analysis of a new class of integration algorithms for elastoplastic constitutive relations
- Substepping schemes for the numerical integration of elastoplastic stress–strain relations
- Isotropic yield surfaces in three dimensions for use in soil mechanics
- Numerical prediction of collapse loads using finite element methods
- Efficient elastic-plastic finite element analysis with higher order stress-point algorithms
- Integration of Tresca and Mohr-Coulomb constitutive relations in plane strain elastoplasticity
- Elasto‐plastic stress analysis. A generalization for various contitutive relations including strain softening
- The “Pegasus” method for computing the root of an equation
This page was built for publication: Refined explicit integration of elastoplastic models with automatic error control
