Fe-modelling of strain localization in concrete under mixed mode conditions using different approaches

Computational Geomechanics, COMGEO I - Proceedings of the 1st International Symposium on Computational Geomechanics

Volumn , Issue , 2009, Pages 864-876

  Bobinski J ^a   Tejchman, J ^a  

^a GDANSK UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

BENCH-MARK PROBLEMS; CHARACTERISTIC LENGTH; COHESIVE ELEMENT; CONCRETE SAMPLES; CONSTITUTIVE LAW; CONTINUUM DAMAGE; ELASTO-PLASTIC; EQUIVALENT STRAINS; FE-MODELLING; MECHANICAL BEHAVIOR; MIXED-MODE CONDITIONS; NONLOCAL THEORY; NUMERICAL RESULTS; ORTHOGONAL CRACKS; RANKINE CRITERION; ROTATING CRACK MODEL; SMEARED CRACK MODEL; STRAIN LOCALIZATIONS;

ELASTOPLASTICITY;

CRACKS;

EID: 80052113937     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. Brinkgreve, R.B.J. (1994), Geomaterial Models and Numerical Analysis of Softening, PhD Thesis, Delft University of Technology.
2. Camacho, G.T. & Ortiz, M. (1996), "Computational modelling of impact damage in brittle materials", Int J Sol Struct, Vol. 33(20-22), 2899-2938. (Pubitemid 126377006)
3. Nooru-Mohamed, M.B. (1992), Mixed mode fracture of concrete: an experimental approach, PhD Thesis, Delft University of Technology.
4. Hordijk, D.A. (1991), Local approach to fatigue in concrete, PhD Thesis, Delft University of Technology.
5. Jirásek, M. & Zimmermann, T. (1998), "Rotating crack model with transition to scalar damage", J Eng Mech-ASCE, Vol. 124(3), 277-284.
6. Rots, J.G. & Blaauwendraad, J. (1989), "Crack models for concrete, discrete or smeared? Fixed, Multi-directional or rotating?", Heron, Vol. 34 (1), 1-59.
7. Schlangen, H.E.J. (1993), Experimental and numerical analysis of fracture processes in concrete, PhD Thesis, Delft University of Technology.