# 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} }

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

15 Citations

CDPM2: A damage-plasticity approach to modelling the failure of concrete

- Physics, Materials Science
- 2013

- 96
- PDF

A three-dimensional plasticity-damage constitutive model for timber under cyclic loads

- Mathematics
- 2018

- 12
- PDF

Evaluation of nonlocal approaches for modelling fracture near nonconvex boundaries

- Mathematics, Physics
- 2014

- 24
- PDF

Lattice modelling of corrosion induced cracking and bond in reinforced concrete

- Materials Science, Physics
- 2011

- 28
- PDF

On the partition of fracture energy in constitutive modelling of quasi-brittle materials

- Materials Science
- 2012

- 9
- Highly Influenced

#### References

##### Publications referenced by this paper.

SHOWING 1-10 OF 38 REFERENCES

Nonlocal integral formulations of plasticity and damage : Survey of progress

- Materials Science, Mathematics
- 2002

- 959
- PDF

A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading

- Materials Science
- 2008

- 64

Evaluation of directional mesh bias in concrete fracture simulations using continuum damage models

- Materials Science
- 2008

- 85

Influence of volumetric–deviatoric coupling on crack prediction in concrete fracture tests

- Materials Science
- 2007

- 20