Overcoming volumetric locking in stable node‐based smoothed particle finite element method with cubic bubble function and selective integration
DOI10.1002/nme.7107WikidataQ114235327 ScholiaQ114235327MaRDI QIDQ6092243
Yin-Fu Jin, Zhen-Yu Yin, Yuze Wang, Zeyu Wang
Publication date: 23 November 2023
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
weak formulationelastoplastic materialnearly incompressible materialCook membraneslope stability analysisTresca soilinfinite holed platethree-node triangular mesh
Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Membranes (74K15)
Cites Work
- Unnamed Item
- Unnamed Item
- Numerical simulation of a flow-like landslide using the particle finite element method
- Smoothed finite element methods (S-FEM): an overview and recent developments
- Variational and projection methods for the volume constraint in finite deformation elasto-plasticity
- A stable finite element for the Stokes equations
- A stabilized nodally integrated meshfree formulation for fully coupled hydro-mechanical analysis of fluid-saturated porous media
- A stable nodal integration method with strain gradient for static and dynamic analysis of solid mechanics
- Smoothed finite element methods (S-FEMs) with polynomial pressure projection (P3) for incompressible solids
- Volume-averaged nodal projection method for nearly-incompressible elasticity using meshfree and bubble basis functions
- A novel node-based smoothed finite element method with linear strain fields for static, free and forced vibration analyses of solids
- Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems
- A stable node-based smoothed PFEM for solving geotechnical large deformation 2D problems
- Overcoming volumetric locking in material point methods
- A stable node-based smoothed finite element method for metal forming analysis
- An accelerated, convergent, and stable nodal integration in Galerkin meshfree methods for linear and nonlinear mechanics
- Stress integration and mesh refinement for large deformation in geomechanics
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- Meshfree and finite element nodal integration methods
- Inf-sup stable finite-element pairs based on dual meshes and bases for nearly incompressible elasticity
- A finite element formulation for nonlinear incompressible elastic and inelastic analysis
- A class of mixed assumed strain methods and the method of incompatible modes
- THE PARTICLE FINITE ELEMENT METHOD — AN OVERVIEW
- F‐bar‐based linear triangles and tetrahedra for finite strain analysis of nearly incompressible solids. Part I: formulation and benchmarking
This page was built for publication: Overcoming volumetric locking in stable node‐based smoothed particle finite element method with cubic bubble function and selective integration
