Finite deformation analysis of geomaterials
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Publication:2762029
DOI10.1002/nag.155zbMath1052.74557OpenAlexW2124198942MaRDI QIDQ2762029
Kenneth Runesson, Boris Jeremić, Stein Sture
Publication date: 25 April 2002
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.155
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
- Unnamed Item
- Allgemeine Kontinuumstheorie der Versetzungen und Eigenspannungen
- Consistent tangent operators for rate-independent elastoplasticity
- A unified approach to finite deformation elastoplastic analysis based on the use of hyperelastic constitutive equations
- Determination of \(C^{1/2}\), \(C^{-1/2}\) and more general isotropic tensor functions of C
- A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. I: Continuum formulation
- A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. II: Computational aspects
- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
- A model for finite strain elasto-plasticity based on logarithmic strains: Computational issues
- Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
- Quasi-incompressible finite elasticity in principal stretches. Continuum basis and numerical algorithms
- Finite-element formulations for problems of large elastic-plastic deformation
- A model for elastic-plastic pressure sensitive materials subjected to large deformations
- A new class of algorithms for classical plasticity extended to finite strains. Application to geomaterials
- Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples
- Numerical modelling of large deformation in metal powder forming
- A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
- Formulation and finite element implementation of a multiplicative model of coupled poro-plasticity at finite strains under fully saturated conditions
- Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains
- A finite element formulation for problems of large strain and large displacement
- Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
- Studies in anisotropic plasticity with reference to the Hill criterion
- A hyperelastic-based large strain elasto-plastic constitutive formulation with combined isotropic-kinematic hardening using the logarithmic stress and strain measures
- Accuracy and stability of integration algorithms for elastoplastic constitutive relations
- An analysis of a new class of integration algorithms for elastoplastic constitutive relations
- Studies of finite element procedures—Stress solution of a closed elastic strain path with stretching and shearing using the updated Lagrangian Jaumann formulation
- Integration in computational plasticity
- A Correct Definition of Elastic and Plastic Deformation and Its Computational Significance
- Solution of the slump test using a finite deformation elasto‐plastic Drucker‐Prager model
- The ‘effective‐stress‐function’ algorithm for thermo‐elasto‐plasticity and creep
- ON THE CONTINUUM THEORIES OF DISLOCATIONS AND PLASTICITY
- Elastic-Plastic Deformation at Finite Strains