Title:
Mesoscopic modelling of strain localization in concrete
Author(s):
Ł. Skarżyński, J. Tejchman
Publication:
KILW
Volume:
55
Issue:
4
Appears on pages(s):
503-526
Keywords:
characteristic length, heterogeneous material, Representative Volume Element (RVE), damagemechanics, meso-scale
DOI:
Date:
10/1/2009
Abstract:
The paper deals with strain localization in concrete subjected to uniaxial tension. The material was
described at the meso-scale as a random heterogeneous three-phase one. All three phases were
modelled with an isotropic scalar damage constitutive model. To ensure the mesh-independent
numerical results, to preserve the well-posedness of the boundary value problem, and to describe
properly strain localization in concrete, the model was enhanced by a characteristic length of
micro-structure by means of the non-local theory. The effect of a specimen size, random distribution
of aggregate, aggregate density, characteristic length and non-locality range on both strain
localization and stress-strain curves was numerically investigated. The existence of a representative
volume element (RVE) was discussed.