Pages that link to "Item:Q1190445"

The following pages link to Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor (Q1190445):

Displaying 38 items.

• A size-dependent constitutive modelling framework for localised failure analysis (Q310275) (← links)
• Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains (Q422601) (← links)
• Computational Cam clay plasticity using second-order cone programming (Q438095) (← links)
• Stability and convergence of sequential methods for coupled flow and geomechanics: fixed-stress and fixed-strain splits (Q653706) (← links)
• A variational Cam-clay theory of plasticity (Q704482) (← 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)
• A comparison between the Perzyna viscoplastic model and the consistency viscoplastic model (Q1613131) (← 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)
• 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)
• 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)
• Modeling of large inelastic deformations of foams with respect to the point of compaction (Q2481029) (← 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)
• 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)
• Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
• On integration of a cyclic soil plasticity model (Q2729135) (← links)
• Finite deformation analysis of geomaterials. (Q2762029) (← links)
• Implicit integration of a mixed isotropic-kinematic hardening plasticity model for structured clays (Q2856262) (← links)
• An internally consistent integration method for critical state models (Q3423306) (← 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)
• Implicit integration in soil plasticity under mixed control for drained and undrained response (Q4031077) (← links)
• Implicit numerical integration for a kinematic hardening soil plasticity model (Q4330486) (← links)
• Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function (Q5935744) (← links)
• Error behaviour in explicit integration algorithms with automatic substepping (Q6560664) (← links)
• An elasto-visco-plastic constitutive model for snow: theory and finite element implementation (Q6663264) (← links)