A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: application to masonry
type: Item
instance of: scholarly article
title: A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: application to masonry
zbMATH Open document ID: 1406.74029
author: Michele Godio
author: Ioannis Stefanou
author: K. Sab
author: Jean Sulem
author: Seddik Sakji
published in: European Journal of Mechanics. A. Solids
publication date: 2018-08-15T00:00:00Z
full work available at URL: personal copy manuscript.pdf
Mathematics Subject Classification ID: 74A20
Mathematics Subject Classification ID: 74A35
Mathematics Subject Classification ID: 74Q05
zbMATH DE Number: 6918130
zbMATH Keywords: masonry
zbMATH Keywords: Cosserat continuum
zbMATH Keywords: limit analysis
zbMATH Keywords: homogenisation
zbMATH Keywords: upscaling of discrete media
MaRDI profile type: Publication
OpenAlex ID: W2728097431
cites work: Cosserat model for periodic masonry deduced by nonlinear homogenization
cites work: The asymmetry of stress in granular media
cites work: Q3723883
cites work: A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
cites work: A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork
cites work: A homogenization approach to the ultimate strength of brick masonry
cites work: Q4948497
cites work: Microcontinuum Field Theories
cites work: A rigorous homogenization method for the determination of the overall ultimate strength of periodic discrete media and an application to general hexagonal lattices of beams
cites work: Asymptotic analysis of heterogeneous Cosserat media
cites work: Cosserat overall modeling of heterogeneous materials
cites work: The Method of Virtual Power in Continuum Mechanics. Part 2: Microstructure
cites work: Dynamic finite element formulation for Cosserat elastic plates
cites work: Generalized continuum modeling of 2-D periodic cellular solids
cites work: Advantages of strain-space formulation in computational plasticity
cites work: Eine Cosserat-Theorie des plastischen Fließens
cites work: Masonry as structured continuum
cites work: Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
cites work: Micro-structure in linear elasticity
cites work: Strength of masonry subjected to in-plane loading: a contribution
cites work: The significance of formulating plasticity theory with reference to loading surfaces in strain space
cites work: Generalised homogenisation procedures for granular materials
cites work: Block masonry as equivalent micropolar continua: the role of relative rotations
cites work: Description of inelastic behaviour of structural masonry.
cites work: Cosserat modelling of elastic periodic lattice structures
cites work: Asymptotic expansion homogenization of discrete fine-scale models with rotational degrees of freedom for the simulation of quasi-brittle materials
cites work: Yield design of thin periodic plates by a homogenization technique and an application to masonry walls
cites work: Continuum modeling of periodic brickwork
cites work: Analysis der Motorfelder im Cosserat‐Kontinuum
cites work: Computational inelasticity
cites work: Homogenization of interlocking masonry structures using a generalized differential expansion technique
cites work: A micropolar theory of finite deformation and finite rotation multiplicative elastoplasticity
cites work: Q3311777
cites work: Non-linear micropolar and classical continua for anisotropic discontinuous materials.
cites work: A multifield model for blocky materials based on multiscale description
cites work: Derivation of microstructured continua from lattice systems via principle of virtual works: the case of masonry-like materials as micropolar, second gradient and classical continua
cites work: Q4337008
DOI: 10.1016/J.EUROMECHSOL.2017.06.011
description: scientific article; zbMATH DE number 6918130