An edge-based finite element method (ES-FEM) with adaptive scaled-bubble functions for plane strain limit analysis
type: Item
instance of: scholarly article
title: An edge-based finite element method (ES-FEM) with adaptive scaled-bubble functions for plane strain limit analysis
zbMATH Open document ID: 1423.74169
author: H. Nguyen-Xuan
author: G. R. Liu
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2018-10-23T00:00:00Z
Mathematics Subject Classification ID: 74C15
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 65N30
zbMATH DE Number: 6962741
zbMATH Keywords: plasticity
zbMATH Keywords: limit analysis
zbMATH Keywords: bubble function
zbMATH Keywords: es-FEM
zbMATH Keywords: second-order cone programming
zbMATH Keywords: adaptive
describes a project that uses: Mosek
describes a project that uses: p1afem
describes a project that uses: AFEM@matlab
MaRDI profile type: Publication
full work available at URL: j.cma.2014.12.014
OpenAlex ID: W1993135889
cites work: On numerically accurate finite element solutions in the fully plastic range
cites work: Finite element method and limit analysis theory for soil mechanics problems
cites work: Upper bound limit analysis using discontinuous velocity fields
cites work: Q4360576
cites work: Q3835889
cites work: An algorithm for shakedown analysis with nonlinear yield functions
cites work: Interior point optimization and limit analysis: an application
cites work: A primal--dual algorithm for shakedown analysis of structures
cites work: A new discontinuous upper bound limit analysis formulation
cites work: A non-linear programming method approach for upper bound limit analysis
cites work: Mesh adaptive computation of upper and lower bounds in limit analysis
cites work: Performance of the \(p\)-version finite element method for limit analysis
cites work: Upper bound limit analysis using linear finite elements and non-linear programming
cites work: Lower bound limit analysis of cohesive-frictional materials using second-order cone programming
cites work: Upper bound limit analysis using simplex strain elements and second-order cone programming
cites work: A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation
cites work: Lower bound limit analysis by the symmetric Galerkin boundary element method and the complex method
cites work: Lower bound shakedown analysis by the symmetric Galerkin boundary element method
cites work: Application of discontinuity layout optimization to plane plasticity problems
cites work: Lower-bound limit analysis by using the EFG method and non-linear programming
cites work: Limit analysis of plates using the EFG method and second-order cone programming
cites work: A cell-based smoothed finite element method for kinematic limit analysis
cites work: An edge-based smoothed finite element method for primal-dual shakedown analysis of structures
cites work: Computation of limit and shakedown loads using a node-based smoothed finite element method
cites work: COMPUTATION OF LIMIT LOAD USING EDGE-BASED SMOOTHED FINITE ELEMENT METHOD AND SECOND-ORDER CONE PROGRAMMING
cites work: An Efficient Primal-Dual Interior-Point Method for Minimizing a Sum of Euclidean Norms
cites work: On implementing a primal-dual interior-point method for conic quadratic optimization
cites work: An adaptive approach to limit analysis
cites work: Automatic mesh refinement in limit analysis
cites work: Lower bound limit analysis with adaptive remeshing
cites work: Upper and lower bounds in limit analysis: Adaptive meshing strategies and discontinuous loading
cites work: A stabilized discrete shear gap finite element for adaptive limit analysis of Mindlin-Reissner plates
cites work: A stable finite element for the Stokes equations
cites work: The inf-sup test
cites work: A two-level mesh repartitioning scheme for the displacement-based lower-order finite element methods in volumetric locking-free analyses
cites work: A Convergent Adaptive Algorithm for Poisson’s Equation
cites work: Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis
DOI: 10.1016/J.CMA.2014.12.014
description: scientific article; zbMATH DE number 6962741