Pages that link to "Item:Q2639672"
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The following pages link to Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations (Q2639672):
Displaying 45 items.
- On the superlinear convergence in computational elasto-plasticity (Q423494) (← links)
- Computational Cam clay plasticity using second-order cone programming (Q438095) (← links)
- A nonlocal contact formulation for confined granular systems (Q443663) (← links)
- Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior (Q468578) (← links)
- Stability and convergence of sequential methods for coupled flow and geomechanics: fixed-stress and fixed-strain splits (Q653706) (← links)
- Stability and convergence of sequential methods for coupled flow and geomechanics: drained and undrained splits (Q653764) (← links)
- A variational Cam-clay theory of plasticity (Q704482) (← links)
- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor (Q1190445) (← links)
- Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation (Q1205093) (← links)
- One-step and linear multistep methods for nonlinear consolidation (Q1205110) (← links)
- Implicit integration of plasticity models for granular materials. (Q1420932) (← links)
- Computational methods for elastoplasticity: an overview of conventional and \textit{less-conventional} approaches (Q1787380) (← links)
- A new class of algorithms for classical plasticity extended to finite strains. Application to geomaterials (Q1801949) (← links)
- An implicit integration algorithm for the finite element implementation of a nonlinear anisotropic material model including hysteretic nonlinearity (Q1841053) (← links)
- Techniques for stress- and strain-controlled homogenization of inelastic periodic composites (Q1913136) (← links)
- An evaluation of substepping and implicit stress point algorithms (Q1913198) (← links)
- Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains (Q1971175) (← links)
- A re-formulation of the exponential algorithm for finite strain plasticity in terms of Cauchy stresses (Q1971290) (← links)
- Geometric deep learning for computational mechanics. I: Anisotropic hyperelasticity (Q2021107) (← links)
- Potentials for the modified Cam-Clay model (Q2034289) (← links)
- An open-source unconstrained stress updating algorithm for the modified Cam-clay model (Q2072689) (← links)
- Dimension extending technique for constitutive integration of plasticity with hardening-softening behaviors (Q2136698) (← links)
- Non-uniqueness, stability and bifurcation analyses in elasto-viscoplastic boundary value problems with no inertia (Q2145242) (← links)
- Cam-Clay plasticity. IX: On the anisotropy, heterogeneity, and viscoplasticity of shale (Q2175259) (← links)
- Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials (Q2384499) (← links)
- Critical softening in Cam-Clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities (Q2449907) (← links)
- Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media (Q2449940) (← links)
- A sub-stepping approach for elasto-plasticity with rotational hardening (Q2501982) (← links)
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media (Q2573205) (← links)
- Stabilized low-order finite elements for coupled solid-deformation/fluid-diffusion and their application to fault zone transients (Q2638059) (← links)
- Critical state models in non-cohesive media mechanics (review) (Q2656487) (← links)
- Explicit phase-field material point method with the convected particle domain interpolation for impact/contact fracture in elastoplastic geomaterials (Q2683431) (← links)
- Finite element implementation of nonlinear elastoplastic constitutive laws using local and global explicit algorithms with automatic error control (Q2709666) (← links)
- Refined explicit integration of elastoplastic models with automatic error control (Q2726097) (← links)
- On integration of a cyclic soil plasticity model (Q2729135) (← links)
- Finite deformation analysis of geomaterials. (Q2762029) (← links)
- Numerical formulation for solving soil/tool interaction problem involving large deformation (Q3576527) (← links)
- A generalized midpoint algorithm for the integration of a generalized plasticity model for sands (Q3617469) (← links)
- Time integration of a constitutive law for soft clays (Q3836281) (← links)
- Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function (Q5935744) (← links)
- Formulation of implicit stress integration and consistent tangent modulus for an anisotropic hardening constitutive model (Q5956796) (← links)
- A standard thermodynamic-based extension of the modified Cam-Clay soil model and its applications (Q6181304) (← links)
- A modified cutting-plane time integration scheme with adaptive substepping for elasto-viscoplastic models (Q6553518) (← links)
- Integrating a micromechanical model for multiscale analyses (Q6569230) (← links)
- An elasto-visco-plastic constitutive model for snow: theory and finite element implementation (Q6663264) (← links)