On a damage-plasticity approach to model concrete failure

@inproceedings{Grassl2008OnAD,
  title={On a damage-plasticity approach to model concrete failure},
  author={P. Grassl},
  year={2008}
}
  • P. Grassl
  • Published 2008
  • Physics, Materials Science
  • A damage–plasticity constitutive model for the description of fracture in plain concrete is presented. Two approaches – the local model comprising the adjustment of the softening modulus and the non-local model based on spatial averaging of history variables – are applied to the analysis of a concrete bar subjected to uniaxial tension and to a three-point bending test. The influence of mesh size and the decomposition into damage and plasticity components are discussed. It is shown that for the… CONTINUE READING
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    References

    Publications referenced by this paper.
    SHOWING 1-10 OF 38 REFERENCES
    Damage-plastic model for concrete failure
    • 350
    Plastic model with non-local damage applied to concrete
    • 113
    Nonlocal integral formulations of plasticity and damage : Survey of progress
    • 959
    • PDF
    Plastic-Damage Model for Cyclic Loading of Concrete Structures
    • 1,805
    Fracture Energy Formulation for Inelastic Behavior of Plain Concrete
    • 155
    A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading
    • 64
    Crack band theory for fracture of concrete
    • 2,579
    • PDF
    Evaluation of directional mesh bias in concrete fracture simulations using continuum damage models
    • 85
    Influence of volumetric–deviatoric coupling on crack prediction in concrete fracture tests
    • 20