Strain localization in non-isothermal unsaturated porous media considering material heterogeneity with stabilized mixed finite elements
From MaRDI portal
Publication:2175118
DOI10.1016/j.cma.2019.112770zbMath1441.74280OpenAlexW2995404864WikidataQ114196925 ScholiaQ114196925MaRDI QIDQ2175118
Publication date: 28 April 2020
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.2019.112770
finite element methodstrain localizationunsaturated soilmaterial heterogeneitythermo-hydro-mechanical processes
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (5)
Computational multiphase periporomechanics for unguided cracking in unsaturated porous media ⋮ Computational coupled large‐deformation periporomechanics for dynamic failure and fracturing in variably saturated porous media ⋮ Anisotropic elastoplastic response of double-porosity media ⋮ A computational periporomechanics model for localized failure in unsaturated porous media ⋮ Updated Lagrangian unsaturated periporomechanics for extreme large deformation in unsaturated porous media
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Block-preconditioned Newton-Krylov solvers for fully coupled flow and geomechanics
- Strong discontinuities in partially saturated poroplastic solids
- Computational modeling of deformation bands in granular media. I: Geological and mathematical framework
- Computational modeling of deformation bands in granular media. II: Numerical simulations
- Deformation and localization analysis of partially saturated soil
- Computational inelasticity
- Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains
- Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media
- Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials
- Critical state plasticity. Part VII: Triggering a shear band in variably saturated porous media
- Finite element analysis of non-isothermal multiphase geomaterials with application to strain localization simulation
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
- Stabilized low-order finite elements for coupled solid-deformation/fluid-diffusion and their application to fault zone transients
- Thermo‐hydro‐mechanical analysis of partially saturated porous materials
- Plasticity
- Mathematical framework for unsaturated flow in the finite deformation range
- A thermo-hydro-mechanical model for multiphase geomaterials in dynamics with application to strain localization simulation
- Thermal effects in partially saturated soils: a constitutive model
- A new unconditionally stable fractional step method for non‐linear coupled thermomechanical problems
- Analysis of a full scalein situ test simulating repository conditions
- A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials
- Coupled heat, water and gas flow in deformable porous media
- A coupled model for water flow, airflow and heat flow in deformable porous media
- An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: Formulation.
This page was built for publication: Strain localization in non-isothermal unsaturated porous media considering material heterogeneity with stabilized mixed finite elements
