Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function
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Publication:5935744
DOI10.1016/S0045-7825(00)00301-7zbMath1059.74038MaRDI QIDQ5935744
Chao-Hua Lin, Francisco-Javier Montáns, Ronaldo I. Borja
Publication date: 2001
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Soil and rock mechanics (74L10)
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Cites Work
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- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
- Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation
- Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains
- Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
- Symmetry-preserving return mapping algorithms and incrementally extremal paths: A unification of concepts
- Non-linear B-stability and symmetry preserving return mapping algorithms for plasticity and viscoplasticity
- Mathematical modelling of monotonic and cyclic undrained clay behaviour
- Unified 3D critical state bounding‐surface plasticity model for soils incorporating continuous plastic loading under cyclic paths. Part I: Constitutive relations
- On implicit integration of bounding surface plasticity models
- On the linear relations of V–ln p and ln v–ln p for isotropic consolidation of soils