Return mapping for nonsmooth and multiscale elastoplasticity
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Publication:658237
DOI10.1016/j.cma.2009.02.014zbMath1229.74147OpenAlexW2116416195MaRDI QIDQ658237
José E. Andrade, Qiushi Chen, Xuxin Tu
Publication date: 11 January 2012
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2009.02.014
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite difference methods applied to problems in solid mechanics (74S20)
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Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Computational modeling of deformation bands in granular media. I: Geological and mathematical framework
- Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
- Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
- Computational inelasticity
- A nonsmooth Newton method for elastoplastic problems
- Numerical computation of algorithmic (consistent) tangent moduli in large-strain computational inelasticity
- On the numerical integration of three-invariant elastoplastic constitutive models.
- A multilevel finite element method (FE\(^{2}\)) to describe the response of highly nonlinear structures using generalized continua.
- Numerical differentiation for local and global tangent operators in computational plasticity
- Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials
- Implicit numerical integration of a three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials
- Micromechanics of granular media. I: Generation of overall constitutive equation for assemblies of circular disks
- Refined explicit integration of elastoplastic models with automatic error control
- Incrementalization of a single hardening constitutive model for frictional materials
- Implementation algorithm for a single hardening constitutive model for frictional materials
- Analysis of Composite Materials—A Survey
- Capturing strain localization in dense sands with random density
- Symmetry-preserving return mapping algorithms and incrementally extremal paths: A unification of concepts
- Multiscale aggregating discontinuities: A method for circumventing loss of material stability
- Criteria for static equilibrium in particulate mechanics computations
- Substepping schemes for the numerical integration of elastoplastic stress–strain relations
- A Micromechanical Description of Granular Material Behavior
- A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials
- Formulation of implicit finite element methods for multiplicative finite deformation plasticity
- Explicit stress integration of complex soil models
- Soil mechanics and plastic analysis or limit design
- Consistent tangent matrices for substepping schemes
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