A mixed finite element for the nonlinear analysis of in-plane loaded masonry walls
type: Item
instance of: scholarly article
title: A mixed finite element for the nonlinear analysis of in-plane loaded masonry walls
zbMATH Open document ID: 1548.7405
author: Nicola A. Nodargi
author: Paolo Bisegna
published in: International Journal for Numerical Methods in Engineering
publication date: 2024-06-11T00:00:00Z
Mathematics Subject Classification ID: 74A45
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 65N30
zbMATH DE Number: 7863262
zbMATH Keywords: continuum damage mechanics
zbMATH Keywords: element state determination
zbMATH Keywords: masonry
zbMATH Keywords: mixed finite element
zbMATH Keywords: plasticity
MaRDI profile type: Publication
cites work: Limit analysis of structures formed from rigid blocks
cites work: Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
cites work: Three-dimensional limit analysis of rigid blocks assemblages. II: Load-path following solution procedure and validation
cites work: Regularization of first order computational homogenization for multiscale analysis of masonry structures
cites work: A plastic nonlocal damage model
cites work: An orthotropic damage model for masonry structures
cites work: Continuum damage model for orthotropic materials: application to masonry
cites work: A mixed finite element method for beam and frame problems
cites work: A physically nonlinear dual mixed finite element formulation
cites work: Numerical analysis of Augmented Lagrangian algorithms in complementary elastoplasticity
cites work: A Prange-Hellinger-Reissner type finite element formulation for small strain elasto-plasticity
cites work: A unified approach for variationally consistent finite elements in elastoplasticity
cites work: A mixed finite element model for plane strain elastic-plastic analysis. I. Formulation and assessment of the overall behaviour. II: Application to the 4-node bilinear element
cites work: A mixed tetrahedral element with nodal rotations for large-displacement analysis of inelastic structures
cites work: Complementary mixed finite element formulations for elastoplasticity
cites work: A finite element formulation for elastoplasticity based on a three-field variational equation
cites work: A high-performance element for the analysis of 2D elastoplastic continua
cites work: An interior-point algorithm for elastoplasticity
cites work: Mixed stabilized finite element methods in nonlinear solid mechanics. II: Strain localization
cites work: Homogenization of inelastic solid materials at finite strains based on incremental minimization principles. Application to the texture analysis of polycrystals.
cites work: Incremental energy minimization in dissipative solids
cites work: Existence of Minimizers in Incremental Elasto-Plasticity with Finite Strains
cites work: Variationally consistent modeling of finite strain plasticity theory with nonlinear kinematic hardening
cites work: State update algorithm for isotropic elastoplasticity by incremental energy minimization
cites work: 8- and 12-node plane hybrid stress-function elements immune to severely distorted mesh containing elements with concave shapes
cites work: Rational approach for assumed stress finite elements
cites work: Assumed stress formulation of high order quadrilateral elements with an improved in-plane bending behaviour
cites work: Computational inelasticity
cites work: Q5177422
DOI: 10.1002/NME.6179
description: scientific article; zbMATH DE number 7863262