Pages that link to "Item:Q2726097"
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The following pages link to Refined explicit integration of elastoplastic models with automatic error control (Q2726097):
Displaying 38 items.
- A novel formulation for integrating nonlinear kinematic hardening Drucker-Prager's yield condition (Q388417) (← links)
- Refined \(h\)-adaptive finite element procedure for large deformation geotechnical problems (Q416254) (← links)
- A hysteretic multiscale formulation for nonlinear dynamic analysis of composite materials (Q487763) (← links)
- Return mapping for nonsmooth and multiscale elastoplasticity (Q658237) (← links)
- Modelling of damage accumulation and failure of structural members subjected to strong seismic actions (Q835516) (← links)
- Numerical solution for plasticity models using consistency bisection and a transformed-space closest-point return: a nongradient solution method (Q889662) (← links)
- Non-convexity and stress-path dependency of unsaturated soil models (Q1026476) (← links)
- NICE -- an explicit numerical scheme for efficient integration of nonlinear constitutive equations (Q1037792) (← links)
- A rigorous bound on error in backward-difference elastoplastic time-integration. (Q1421002) (← links)
- Computational methods for elastoplasticity: an overview of conventional and \textit{less-conventional} approaches (Q1787380) (← links)
- An evaluation of substepping and implicit stress point algorithms (Q1913198) (← links)
- Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils (Q1985489) (← links)
- Computational plasticity of mixed hardening pressure-dependency constitutive equations (Q2016586) (← links)
- A rate-dependent stochastic damage-plasticity model for quasi-brittle materials (Q2018093) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- An open-source unconstrained stress updating algorithm for the modified Cam-clay model (Q2072689) (← links)
- A 3D non-orthogonal plastic damage model for concrete (Q2175270) (← links)
- Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils (Q2237475) (← links)
- A cooperative game for automated learning of elasto-plasticity knowledge graphs and models with AI-guided experimentation (Q2319404) (← links)
- Explicit integration scheme for a non-isothermal elastoplastic model with convex and nonconvex subloading surfaces (Q2356436) (← links)
- A sub-stepping approach for elasto-plasticity with rotational hardening (Q2501982) (← links)
- Second-order cone programming formulation for consolidation analysis of saturated porous media (Q2630805) (← links)
- Finite element implementation of nonlinear elastoplastic constitutive laws using local and global explicit algorithms with automatic error control (Q2709666) (← links)
- Application of an elastoplastic spectral element method to 3D slope stability analysis (Q2911852) (← links)
- Accuracy and stability of integration algorithms for elastoplastic constitutive relations (Q3710000) (← links)
- Substepping schemes for the numerical integration of elastoplastic stress–strain relations (Q3751105) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum (Q4797023) (← links)
- Explicit Integration Algorithm of the Bounding Surface Model Based on Swell–Shrink Rules for Cyclic Behaviors of Clay (Q4987605) (← links)
- Research on Algorithm and Coupling Damage Model of Rock Under High Temperature and Loading Based on Mohr–Coulomb Criterion (Q5084351) (← links)
- Memory repositioning in soil plasticity models used in contact problems (Q6044211) (← links)
- A comprehensive implicit substepping integration scheme for multisurface plasticity (Q6061712) (← links)
- A robust computational strategy for failure prediction of masonry structures using an improved multi‐surface damage‐plastic based interface model (Q6062846) (← links)
- An unconditionally stable explicit finite element algorithm for coupled hydromechanical problems of soil mechanics in pseudo‐static conditions (Q6092266) (← links)
- A return mapping algorithm based on the hyper dual step derivative approximation for elastoplastic models (Q6153878) (← links)
- An implicit stress update algorithm for the plastic nonlocal damage model of concrete (Q6171242) (← links)
- A modified cutting-plane time integration scheme with adaptive substepping for elasto-viscoplastic models (Q6553518) (← links)
- Error behaviour in explicit integration algorithms with automatic substepping (Q6560664) (← links)
- Integrating a micromechanical model for multiscale analyses (Q6569230) (← links)