A coupled two-scale computational scheme for the failure of periodic quasi-brittle thin planar shells and its application to masonry
From MaRDI portal
Publication:3018034
DOI10.1002/nme.3018zbMath1217.74104OpenAlexW1969410110MaRDI QIDQ3018034
B. C. N. Mercatoris, Thierry Massart
Publication date: 20 July 2011
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3018
computational homogenizationmulti-scale modelingembedded strong discontinuitiesfailure coarse grainingthin planar shells
Related Items
Computational homogenization for multiscale crack modeling. Implementational and computational aspects ⋮ Regularization of first order computational homogenization for multiscale analysis of masonry structures ⋮ A coupled two-scale shell model with applications to layered structures ⋮ Multi-scale computational homogenization-localization for propagating discontinuities using X-FEM ⋮ Multiscale failure modeling of concrete: micromechanical modeling, discontinuous homogenization and parallel computations ⋮ Computational homogenization of non-stationary transport processes in masonry structures ⋮ Continuum damage model for orthotropic materials: application to masonry ⋮ Multiscale modelling framework for the fracture of thin brittle polycrystalline films: application to polysilicon ⋮ Multiscale analysis for predicting the constitutive tensor effective coefficients of layered composites with micro and macro failures ⋮ Isogeometric analysis for numerical plate testing of dry woven fabrics involving frictional contact at meso-scale ⋮ A homogenization-based quasi-discrete method for the fracture of heterogeneous materials ⋮ A multiscale framework for localizing microstructures towards the onset of macroscopic discontinuity ⋮ Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls ⋮ Multi-scale damage framework for textile composites: application to plain woven composite
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Numerical simulation of dynamic fracture using finite elements with embedded discontinuities
- Derivation of the in-plane elastic characteristics of masonry through homogenization theory
- Damage and size effects in elastic solids: a homogenization approach
- Limit analysis of masonry vaults by means of curved shell finite elements and homogenization
- Experimental validation of a homogenized plate model for the yield design of masonry walls
- On calibration and validation of eigendeformation-based multiscale models for failure analysis of heterogeneous systems
- Multi-scale computational homogenization: trends and challenges
- A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
- A nonlinear homogenization procedure for periodic masonry
- Eigendeformation-based reduced order homogenization for failure analysis of heterogeneous materials
- Multilevel approach for brick masonry walls. I: A numerical strategy for the nonlinear analysis
- A finite element method for localized failure analysis
- A finite element with embedded localization zones
- A note on some features of the theory of localization of deformation
- An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids
- Strong coupling methods in multi-phase and multi-scale modeling of inelastic behavior of heterogeneous structures.
- \(FE^2\) multiscale approach for modelling the elastoviscoplastic behaviour of long fibre SiC/Ti composite materials
- Comparative study on finite elements with embedded discontinuities.
- Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
- A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork
- MatlabMPI
- Prediction of the mechanical behavior of nonlinear heterogeneous systems by multi-level finite element modeling
- Strain localization in stress-resultant theory of shells
- Finite element methods for the multi-scale modeling of softening hinge lines in plates at failure
- A homogenized Reissner-Mindlin model for orthotropic periodic plates: Application to brickwork panels
- Computational homogenization of periodic beam-like structures
- Multi-scale second-order computational homogenization of multi-phase materials: a nested finite element solution strategy
- A new method for modelling cohesive cracks using finite elements
- Some observations on embedded discontinuity models
- Computational homogenization for heterogeneous thin sheets
- Coarse-graining of multiscale crack propagation
- An enhanced multi-scale approach for masonry wall computations with localization of damage
- A meshfree thin shell method for non-linear dynamic fracture
- Multiscale aggregating discontinuities: A method for circumventing loss of material stability
- Quasi-static crack propagation in plane and plate structures using set-valued traction-separation laws
- Two-level multiscale enrichment methodology for modeling of heterogeneous plates
- A discrete shear triangular nine D.O.F. element for the analysis of thick to very thin plates
- Transformation field analysis of inelastic composite materials
- Numerical strategies for solving continuum damage problems with softening: Application to the homogenization of Masonry
- Elastic crack growth in finite elements with minimal remeshing
- Multi‐scale constitutive modelling of heterogeneous materials with a gradient‐enhanced computational homogenization scheme
- An orthotropic damage model for masonry structures
- Embedded representation of fracture in concrete with mixed finite elements
- A finite element method for crack growth without remeshing
- Non‐linear analysis of shells with arbitrary evolving cracks using XFEM
- An approach to micro-macro modeling of heterogeneous materials
- A multi-level computational model for multi-scale damage analysis in composite and porous materials
