Multiscale, multiphysics modeling of saturated granular materials in large deformation
From MaRDI portal
Publication:2683458
DOI10.1016/J.CMA.2022.115871OpenAlexW4313594577MaRDI QIDQ2683458
Huanran Wu, Kenichi Soga, Jidong Zhao, Weijian Liang
Publication date: 10 February 2023
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.2022.115871
large deformationdynamic loadinghydro-mechanical couplingmultiscale and multiphysics modelingsaturated granular material
Related Items (5)
A hybrid direct \(\mathrm{FE}^2\) method for modeling of multiscale materials and structures with strain localization ⋮ Improved SNS-PFEM framework with dual mortar method to model geotechnical large deformation contact problems ⋮ A semi-implicit material point method for coupled thermo-hydro-mechanical simulation of saturated porous media in large deformation ⋮ A localized subdomain smoothing MMALE particle method for efficient modeling FSI problems ⋮ A hydro-mechanical coupled contact method for two-phase geotechnical large deformation problems within the SNS-PFEM framework
Cites Work
- Unnamed Item
- Unnamed Item
- Multiscale modeling and characterization of granular matter: from grain kinematics to continuum mechanics
- The Babuška-Brezzi condition and the patch test: An example
- Modeling of cyclic mobility in saturated cohesionless soils.
- An updated Lagrangian LBM-DEM-FEM coupling model for dual-permeability fissured porous media with embedded discontinuities
- Semi-coupled resolved CFD-DEM simulation of powder-based selective laser melting for additive manufacturing
- An efficient patch-to-patch method for coupling independent finite element subdomains with intersecting interfaces
- A novel stabilized NS-FEM formulation for anisotropic double porosity media
- Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems
- Dynamic analysis of large deformation problems in saturated porous media by smoothed particle finite element method
- A coupled finite volume and material point method for two-phase simulation of liquid-sediment and gas-sediment flows
- Stabilized material point methods for coupled large deformation and fluid flow in porous materials
- A semi-implicit discrete-continuum coupling method for porous media based on the effective stress principle at finite strain
- Parallel hierarchical multiscale modelling of hydro-mechanical problems for saturated granular soils
- A coupled FEM/DEM approach for hierarchical multiscale modelling of granular media
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
- Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
- Comparison of monolithic and splitting solution schemes for dynamic porous media problems
- Scale transition and enforcement of RVE boundary conditions in second-order computational homogenization
- A Micromechanical Description of Granular Material Behavior
- Strain-driven homogenization of inelastic microstructures and composites based on an incremental variational formulation
- Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems
- On constitutive macro-variables for heterogeneous solids at finite strain
- An approach to micro-macro modeling of heterogeneous materials
- Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function
This page was built for publication: Multiscale, multiphysics modeling of saturated granular materials in large deformation
