Particular aspects of internal length scales in strain localization analysis of multiphase porous materials

DOI10.1016/j.cma.2003.11.012zbMath1095.74502OpenAlexW2088693589MaRDI QIDQ704503

Hong-Wu Zhang, Bernhard A. Schrefler

Publication date: 13 January 2005

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.2003.11.012

zbMATH Keywords

stability analysisporous mediumstrain localizationstrain softeninginternal length scalemultiphase materials

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Anelastic fracture and damage (74R20)

Related Items (5)

Wave propagation and localisation in a softening two-phase medium ⋮ A thermo-hydro-mechanical model for multiphase geomaterials in dynamics with application to strain localization simulation ⋮ Finite element analysis of non-isothermal multiphase geomaterials with application to strain localization simulation ⋮ An adaptive multiscale finite element method for strain localization analysis with the Cosserat continuum theory ⋮ Material instabilities of anisotropic saturated multiphase porous media

Cites Work

• Effect of pore fluid compressibility on localization in elastic-plastic porous solids under undrained conditions
• Interaction between different internal length scales for strain localisation analysis of single phase materials
• Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: One-dimensional model
• Dynamic strain localization in elasto-(visco-)plastic solids. I: General formulation and one-dimensional examples
• Dynamic stability analysis of undrained simple shear on water-saturated granular soils
• On numerical analyses in the presence of unstable saturated porous materials
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