A novel node-to-segment algorithm in smoothed finite element method for contact problems

C Sun, GR Liu, SH Huo, G Wang, C Yu, Z Li - Computational Mechanics, 2023 - Springer
Studies have found that the widely-used one-pass node-to-segment (NTS) algorithm for
contacts fails to pass the contact patch test. Solution errors at the contacting surfaces …

Two-phase two-layer SNS-PFEM for hydromechanical geotechnical large deformation problems

YF Jin, 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 …

A mixed selective edge-based smoothed PFEM with second-order cone programming for geotechnical large deformation analysis

XW Zhou, FT Liu, YF Jin, ZY Yin, CB Zhang - Computers and Geotechnics, 2023 - Elsevier
Traditional particle finite element method (PFEM) with a six-node triangular (T6) element
using an iteration algorithm often suffers from high computational costs and non …

A computational homogenization for yield design of asymmetric microstructures using adaptive bES-FEM

PLH Ho, C Lee, CV Le, PH Nguyen, JJ Yee - Computers & Structures, 2024 - Elsevier
This study presents a robust numerical method for the computational homogenization
analysis of microstructures at limit state. The periodic boundary conditions for asymmetric …

A volumetric locking-free stable node-based smoothed finite element method for geomechanics

XW Zhou, FT Liu, YF Jin, ZY Yin, CB Zhang - Computers and Geotechnics, 2022 - Elsevier
It was recently found that the stable node-based smoothed finite element method (SNS-
FEM) does not have the advantage of NS-FEM in avoiding volumetric locking and thus …

[HTML][HTML] A hybrid contact approach for modeling soil-structure interaction using the material point method

Q Sang, Y Xiong, R Zheng, X Bao, G Ye… - Journal of Rock …, 2024 - Elsevier
The grid-based multi-velocity field technique has become increasingly popular for simulating
the Material Point Method (MPM) in contact problems. However, this traditional technique …

Slope Stability Analysis Based on the Explicit Smoothed Particle Finite Element Method

X Jia, X Jiang, J Huang, S Yu, B Liu - Sustainability, 2024 - mdpi.com
A landslide is a common natural disaster that causes environmental damage, casualties and
economic losses, which seriously affects the sustainable development of society. In …

[HTML][HTML] 非均匀边坡稳定的光滑有限元极限分析

卢亮, 刘锋涛, 王延伟 - Hans Journal of Civil Engineering, 2024 - hanspub.org
非均匀层状边坡稳定是岩土工程中的重要问题之一. 基于理想塑性上限和下限的极限分析方法是
分析此类问题的常用方法之一. 近期提出的基于混合常应力–光滑应变单元的极限分析方法 …

Upper Bound Limit Analysis for the Stability of Elliptical Tunnels Based on the Node-Based Smoothed Finite Element Method and Second Order Cone Programming

FT Liu, XW Zhou, Y Zhang - … on Green Building, Civil Engineering and …, 2022 - Springer
The stability of 2D elliptical tunnels in cohesive-frictional soils are studied by using upper
bound approach of limit analysis based on smoothed finite element method (SFEM) and …