A state-of-the-art review of experimental and computational studies of granular materials: properties, advances, challenges, and future directions
P Tahmasebi - Progress in Materials Science, 2023 - Elsevier
Modeling of heterogeneous materials and media is a problem of fundamental importance to
a wide class of phenomena and systems, ranging from condensed matter physics, soft …
a wide class of phenomena and systems, ranging from condensed matter physics, soft …
A state of the art review of the particle finite element method (PFEM)
The particle finite element method (PFEM) is a powerful and robust numerical tool for the
simulation of multi-physics problems in evolving domains. The PFEM exploits the …
simulation of multi-physics problems in evolving domains. The PFEM exploits the …
Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems
YF **, ZY Yin - Computer Methods in Applied Mechanics and …, 2022 - Elsevier
The node-based strain smoothed particle finite element method (NS-PFEM) has a high level
of computational efficiency. However, it has not yet been extended to hydromechanical …
of computational efficiency. However, it has not yet been extended to hydromechanical …
A stable node-based smoothed PFEM for solving geotechnical large deformation 2D problems
YF **, ZY Yin, XW Zhou, FT Liu - Computer Methods in Applied Mechanics …, 2021 - Elsevier
The strain smoothed nodal integration particle finite element method (NS-PFEM) has a high
level of computational efficiency. However, it suffers from the 'overly soft'problem. This study …
level of computational efficiency. However, it suffers from the 'overly soft'problem. This study …
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads
Landslide is a common dynamic large-deformation disaster of mobilized soils, which poses
a serious threat to the lives and economic properties of surrounding people. Both the strain …
a serious threat to the lives and economic properties of surrounding people. Both the strain …
A temporal stable smoothed particle finite element method for large deformation problems in geomechanics
In this study, a stabilized smoothed particle finite element method (SPFEM) for modeling
nonlinear, large deformation dynamic problems in geomechanics is presented. The …
nonlinear, large deformation dynamic problems in geomechanics is presented. The …
[HTML][HTML] An effective and stabilised (u− pl) SPH framework for large deformation and failure analysis of saturated porous media
Particle-based methods such as SPH have been proven to be powerful numerical tools for
addressing challenges in solving coupled large deformation and failure of porous materials …
addressing challenges in solving coupled large deformation and failure of porous materials …
Two-phase two-layer SNS-PFEM for hydromechanical geotechnical large deformation problems
YF **, ZY Yin, XW Zhou - Computer Methods in Applied Mechanics and …, 2024 - Elsevier
A two-phase one-layer stabilised node-based strain-smoothing Particle Finite Element
Method (SNS-PFEM) was previously proposed, but it lacked the capability to simulate water …
Method (SNS-PFEM) was previously proposed, but it lacked the capability to simulate water …
A novel multi-scale large deformation approach for modelling of granular collapse
Collapse of granular material is usually accompanied by long run-out granular flows in
natural hazards, eg rock/debris flow and snow avalanches. This paper presents a novel …
natural hazards, eg rock/debris flow and snow avalanches. This paper presents a novel …
A novel coupled NS‐PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems
ZY Wang, YF **, ZY Yin… - International Journal for …, 2022 - Wiley Online Library
The node‐based smoothed particle finite element method (NS‐PFEM) offers high
computational efficiency but is numerically unstable due to possible spurious low‐energy …
computational efficiency but is numerically unstable due to possible spurious low‐energy …