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Determination of representative volume element in concrete under tensile deformation

  • Skarzyski, L. (Faculty of Civil and Environmental Engineering, Gdansk University of Technology) ;
  • Tejchman, J. (Faculty of Civil and Environmental Engineering, Gdansk University of Technology)
  • Received : 2010.07.25
  • Accepted : 2011.04.07
  • Published : 2012.01.25

Abstract

The 2D representative volume element (RVE) for softening quasi-brittle materials like concrete is determined. Two alternative methods are presented to determine a size of RVE in concrete subjected to uniaxial tension by taking into account strain localization. Concrete is described as a heterogeneous three-phase material composed of aggregate, cement matrix and bond. The plane strain FE calculations of strain localization at meso-scale are carried out with an isotropic damage model with non-local softening.

Keywords

References

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