Consistent tangent moduli for multi-yield-surface \(J_{2}\) plasticity model
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Publication:416097
DOI10.1007/s00466-011-0576-7zbMath1320.74024OpenAlexW2070608163MaRDI QIDQ416097
Quan Gu, Joel P. Conte, Zhaohui Yang, Ahmed Elgamal
Publication date: 9 May 2012
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-011-0576-7
finite element methodconvergence rateincremental-iterative methodmulti-yield-surface plasticity model
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05)
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Efficient and robust stress integration algorithm for anisotropic distortional hardening law under cross-loading with latent hardening ⋮ Finite element response sensitivity analysis of multi-yield-surface \(J_{2}\) plasticity model by direct differentiation method ⋮ Incrementally objective implicit integration of hypoelastic-viscoplastic constitutive equations based on the mechanical threshold strength model ⋮ An open-source unconstrained stress updating algorithm for the modified Cam-clay model
Cites Work
- Finite element response sensitivity analysis of multi-yield-surface \(J_{2}\) plasticity model by direct differentiation method
- Computational inelasticity
- Implicit algorithms for multilayer \(J_2\)-plasticity
- Modeling of cyclic mobility in saturated cohesionless soils.
- On integration of a cyclic soil plasticity model
- Finite element response sensitivity analysis using force-based frame models
- Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms
- Mathematical modelling of monotonic and cyclic undrained clay behaviour
- Some remarks on the compressed matrix representation of symmetric second-order and fourth-order tensors
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