The Eshelby tensors in a finite spherical domain—part I: theoretical formulations

S Li, RA Sauer, G Wang - 2007 - asmedigitalcollection.asme.org
This work is concerned with the precise characterization of the elastic fields due to a
spherical inclusion embedded within a spherical representative volume element (RVE). The …

FE analysis of failure behaviour of reinforced concrete columns under eccentric compression

T Majewski, J Bobinski, J Tejchman - Engineering Structures, 2008 - Elsevier
Paper presents results of FE modelling of failure behaviour of reinforced concrete columns
under eccentric compression. Concrete was described with an elasto-plastic model using …

Modelling crack propagation in reinforced concrete using a hybrid finite element–scaled boundary finite element method

ET Ooi, ZJ Yang - Engineering Fracture Mechanics, 2011 - Elsevier
A previously developed hybrid finite element–scaled boundary finite element method (FEM–
SBFEM) is extended to model multiple cohesive crack propagation in reinforced concrete …

[HTML][HTML] Modelling the failure of reinforced concrete with nonlocal and crack band approaches using the damage-plasticity model CDPM2

D Xenos, P Grassl - Finite Elements in Analysis and Design, 2016 - Elsevier
A nonlocal extension of the damage-plasticity model CDPM2 is proposed. The performance
of this extension is evaluated in comparison with a crack band version of the same model for …

Mixed mode fracture in plain and reinforced concrete: some results on benchmark tests

M Di Prisco, L Ferrara, F Meftah, J Pamin… - International journal of …, 2000 - Springer
Three different models for concrete based on local and non-local approaches have been
adopted to investigate the mechanical behaviour of plain and reinforced concrete when …

A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation

R Scotta, R Vitaliani, A Saetta, E Oñate… - Computers & …, 2001 - Elsevier
A local isotropic single parameter scalar model that can simulate the mechanical behaviour
of quasi-brittle materials, such as concrete, is described. The constitutive law needs the …

Effect of porosity on physical properties of lightweight cement composite with foamed glass aggregate

M Kurpińska, T Ferenc - ITM Web of Conferences, 2017 - itm-conferences.org
This paper reports on a study of physical properties of lightweight cement composite. We
investigate the possibility of replacing traditional aggregate with Granulated Ash Aggregate …

On the numerical modelling of bond for the failure analysis of reinforced concrete

P Grassl, M Johansson, J Leppänen - Engineering Fracture Mechanics, 2018 - Elsevier
The structural performance of reinforced concrete relies heavily on the bond between
reinforcement and concrete. In nonlinear finite element analyses, bond is either modelled by …

Effect of aggregate structure on fracture process in concrete using 2D lattice model

J Kozicki, J Tejchman - Archives of Mechanics, 2007 - am.ippt.pan.pl
The 2D lattice model was used to analyse fracture processes in concrete at the meso–level.
Concrete was described as a three–phase material (aggregate, interfacial transition zone …

Finite element formulation of a new nonlocal damage model

MK Samal, M Seidenfuss, E Roos, BK Dutta… - Finite Elements in …, 2008 - Elsevier
It is now widely recognized in literature that the results of the local damage model are mesh
dependent. Regularization methods which use gradients of equivalent plastic strain in the …